Finite Fault Model of Mw 7.2 Eastern Turkey Earthquake,Oct 23, 2011

DATA Process and Inversion

It was used GSN broadband waveforms downloaded from the NEIC waveform server. It was analyzed 21 teleseismic broadband P waveforms, 6 broadband SH waveforms, and 27 long period surface waves selected based upon data quality and azimuthal distribution. Waveforms are first converted to displacement by removing the instrument response and then used to constrain the slip history based on a finite fault inverse algorithm (Ji et al., 2002). It was used the USGS hypocenter (Lon.=38.62 deg.; Lat.=43.48 deg.). The fault planes are defined using the rapid W-Phase moment tensor solution of the NEIC.

 

Result

After comparing the waveform fits based on two planes, it was found that both nodal planes fit the waveforms reasonaly well (NP1 strike=106.87 deg., dip=47.32 deg.; NP1 strike=239.26 deg., dip=53.83 deg.). The seismic moment release based upon these planes is 7.28e+26 dyne.cm (Mw7.17), and 8.24e+26 dyne.cm (Mw7.20) respectively, using a 1D crustal model interpolated from CRUST2.0 (Bassin et al., 2000).

 

Plane 1

Cross-section of slip distribution


Figure 1. Cross-section of slip distribution. The strike direction of the fault plane is indicated by the black arrow and the hypocenter location is denoted by the red star. The slip amplitude are showed in color and motion direction of the hanging wall relative to the footwall is indicated by black arrows. Contours show the rupture initiation time in seconds.

 

Moment Rate Function


Figure 2. Source time function, describing the rate of moment release with time after earthquake origin.
 

Comparison of data and synthetic seismograms


Figure 3. Comparison of teleseismic body waves. The data are shown in black and the synthetic seismograms are plotted in red. Both data and synthetic seismograms are aligned on the P or SH arrivals. The number at the end of each trace is the peak amplitude of the observation in micro-meters. The number above the beginning of each trace is the source azimuth and below is the epicentral distance. Shading describes relative weighting of the waveforms.

Figure 4.1. Comparison of long period surface waves. The data are shown in black and the synthetic seismograms are plotted in red. Both data and synthetic seismograms are aligned on the P or SH arrivals. The number at the end of each trace is the peak amplitude of the observation in micro-meter. The number above the beginning of each trace is the source azimuth and below is the epicentral distance. Shading describes relative weighting of the waveforms.
Figure 4.2. Comparison of long period surface waves. The data are shown in black and the synthetic seismograms are plotted in red. Both data and synthetic seismograms are aligned on the P or SH arrivals. The number at the end of each trace is the peak amplitude of the observation in micro-meter. The number above the beginning of each trace is the source azimuth and below is the epicentral distance. Shading describes relative weighting of the waveforms.
 

Plane 2

Cross-section of slip distribution


Figure 1. Cross-section of slip distribution. The strike direction of the fault plane is indicated by the black arrow and the hypocenter location is denoted by the red star. The slip amplitude are showed in color and motion direction of the hanging wall relative to the footwall is indicated by black arrows. Contours show the rupture initiation time in seconds.

 

Moment Rate Function


Figure 2. Source time function, describing the rate of moment release with time after earthquake origin.
 

Comparison of data and synthetic seismograms

Figure 3. Comparison of teleseismic body waves. The data are shown in black and the synthetic seismograms are plotted in red. Both data and synthetic seismograms are aligned on the P or SH arrivals. The number at the end of each trace is the peak amplitude of the observation in micro-meters. The number above the beginning of each trace is the source azimuth and below is the epicentral distance. Shading describes relative weighting of the waveforms.

Figure 4.1. Comparison of long period surface waves. The data are shown in black and the synthetic seismograms are plotted in red. Both data and synthetic seismograms are aligned on the P or SH arrivals. The number at the end of each trace is the peak amplitude of the observation in micro-meter. The number above the beginning of each trace is the source azimuth and below is the epicentral distance. Shading describes relative weighting of the waveforms.

Figure 4.2. Comparison of long period surface waves. The data are shown in black and the synthetic seismograms are plotted in red. Both data and synthetic seismograms are aligned on the P or SH arrivals. The number at the end of each trace is the peak amplitude of the observation in micro-meter. The number above the beginning of each trace is the source azimuth and below is the epicentral distance. Shading describes relative weighting of the waveforms.
 

Gavin's Comments:

Late slip in each model seems fairly unresoved, though it contributes to the total moment. The main slip patch, just to the west of the hypocenter in both models, is quite compact and simple, approximately 20 km along strike. In the second (north-dipping) model, slip may reach close to the surface. The potential for location bias in the NEIC teleseismic hypocenter solution means these models may shift ~10 km further north-northwest. Aftershock data from Turkey seem to favor a NE-SW distribution, more closely aligning with plane 2.

Largest Aftershock of Magnitude 7.2 Earthquake of EASTERN TURKEY 2011 October 23

A M=7.2 damaging earthquake hit eastern Turkey left 217 dead, 1090 injured. More than dozen of aftershock are felt. Among these the following quake is largest: 2011 October 23 20:45:37 UTC : EASTERN TURKEY
Magnitude: 6.0
Date-Time : Sunday, October 23, 2011 at 20:45:37 UTC
Sunday, October 23, 2011 at 11:45:37 PM at epicenter
Location : 38.555°N, 43.161°E
Depth : 9.8 km (6.1 miles)
Region : EASTERN TURKEY
Distances: 20 km (12 miles) WNW of Van, Turkey
120 km (74 miles) NNW of Hakkari, Turkey


129 km (80 miles) S of Agri (Karakose), Turkey

904 km (561 miles) E of ANKARA, Turkey
Subduction Zones-Purple, Ridges-Red and Transform Faults Green
Location Uncertainty : horizontal +/- 13.2 km (8.2 miles); depth +/- 2.7 km (1.7 miles)
Parameters : NST=174, Nph=174, Dmin=27.8 km, Rmss=1.3 sec, Gp= 40°, M-type=regional moment magnitude (Mw), Version=6

Turkey M 7.2 Earthquake’s Tectonic : Strike-Slip Faulting of Converging Arabian Plate Over Eurasia

In 1999 M = 7.6 earthquake struck Turkey Izmit region killed 17,000 people and left 500,000 homeless and injured several thousand people. Turkey  Mw 7.2 October 23, 2011 is a reminder of the many deadly seismic events that Turkey has suffered in the recent past. The devastating Turkey Mw 7.2 October 23, 2011 results from the collision of the Arabian Plate and Eurasian plates; at the latitude of this event, the Arabian plate converges with Eurasia in a northerly direction at a rate of approximately 24 mm/yr. West of the October 23, 2011, earthquake tectonics are dominated by strike-slip faulting on the East (in southern Turkey) and North (in northern Turkey) Anatolian fault zones. These large, translational fault systems extend across much of central and western Turkey and accommodate the western motion of the Anatolian block as it is being squeezed by the converging Arabian and Eurasian plates. In the area of Lake Van and further east, tectonics are dominated by the Bitlis Suture Zone (in eastern Turkey) and Zagros fold and thrust belt (toward Iran). The October 23, 2011 earthquake occurred in a broad region of convergence beyond the eastern extent of Anatolian strike-slip tectonics. The focal mechanism of today's earthquake is consistent with oblique-thrust faulting similar to mapped faults in the region.
Historical Activity of North Anatolian Fault: 
The devastating Izmit earthquake of 1999 broke a section of the North Anatolian Fault 1000 km to the west of the October 23 event and killed 17,000 people, injured 50,000, and left 500,000 homeless. Approximately 70 km from this earthquake a M7.3 earthquake occurred on November 11, 1976 destroying several villages near the Turkey and Iran border and killing several thousand people. A M7.8 earthquake struck Erzincan in 1939, killing an estimated 33,000 people.

Spectral Response: 1 Second Period
Seismic Details: 
2011 October 23 10:41:21 UTC : EASTERN TURKEYMagnitude: 7.2
Date-Time : Sunday, October 23, 2011 at 10:41:21 UTCC
Sunday, October 23, 2011 at 01:41:21 PM at epicenternter
Location : 38.628°N, 43.486°E
Depth : 20 km (12.4 miles) set by location program
Region : EASTERN TURKEY
Distances: 17 km (10 miles) NNE (32°) from Van, Turkey
117 km (72 miles) N (349°) from Hakkari, Turkey
128 km (80 miles) SSE (163°) from Karakose (Agri), Turkey
194 km (120 miles) SSW (207°) from YEREVAN, Armenia
Subduction Zones-Purple, Ridges-Red and Transform Faults Green
Location Uncertainty : Error estimate yet not available
Parameters : Nph=0, Dmin=0 km, Rmss=0 sec, Gp= 0, M-type=centroid moment magnitude (Mw), Version=1

Foundation Repair Misconceptions

Are you scared that you need foundation repair because you've noticed cracks in your foundation slab? Or maybe in your basement you've seen cracks spreading through the walls? Don't panic. It's not the end of the world. Now don't misunderstand, cracks in your foundation are potentially serious. But there are also quite a few misconceptions about foundation repair. Once you sort through and better understand them, you should be able to breathe a bit easier and ease your worries.


Misconception #1 

If you have cracking, it automatically requires and extensive foundation repair solution

Not necessarily. Sometimes cracking is merely cosmetic. How can you tell? Well, since you aren't a professional, you probably can't. Your best bet is to find a foundation repair professional and invite them out to take a look. And don't worry, if you pick the right guy your initial analysis will be free. Just do yourself a favor and get a few different estimates. That way you can make sure you don't get ripped off.

Misconception #2


Water Leaks Through the Cracks in Foundation Wall

Getting your foundation fixed is going to cost you a fortune

Home repairs are rarely cheap and often if they are, it means you've hired someone unreliable. Cheap labor often means subpar quality of work. However, foundation repair can come at a reasonable price. First of all, depending on what solution you choose, you may spend less than you expected. If you're lucky, your situation will only require a quick fix. Secondly, finding the right foundation repair contractors means you can enjoy special financing agreements. So you can break the payments up over a few months without paying interest. 


Misconception #3
A foundation repair company must destroy your beautiful lawn in order to fix your problem

In some cases this is true. However, as foundation repair techniques have improved over time, new methods have been developed which are less invasive. For example, if you're able to utilize the stabilization strap method of repair, there is no damage to your lawn. The same goes for using reinforcement beams. Will these methods work for you? You won't know until you ask. 

Misconception #4 

Finding an honest foundation repair specialist is next to impossible

All it takes is a bit of research to find a reliable contractor. Your best tool? The Internet. Visit company websites and look around for customer testimonials. Also see if they're members of the Better Business Bureau. If they are, check their status on the BBB site. Finally, look to see how long they've been in business. If they meet all three of these criteria, you should feel confident in using them to work on your foundation.

Misconception #5

Your foundation walls are going to have to be completely rebuilt

The fact is, there are multiple methods of foundation repair. A complete rebuild is only necessary in the most extreme cases. Usually you'll already know because at this point your foundation walls will be on the verge of collapsing. Otherwise, you'll likely be able to take advantage of another technique, such as stabilization straps or steel I beam reinforcement. 

Don't worry

When facing possible foundation repair, the key is not to worry. Don't fall victim to these common misconceptions because all they will do is make you feel worse about your situation. Instead, look for a foundation repair specialist in Indiana or Michigan right away who can help you understand what needs to be done.

Buckling Analysis Using the Standard Solver With STAAD.Pro 2007

In this post I shall provide a introduction to buckling analysis with Standard solver using STAAD.Pro 2007. By including the command PERFORM BUCKLING ANALYSIS, the program will perform a P-Delta analysis including Kg Stiffening (geometric stiffness of members & plates) due to large & small P-Delta effects. If a non-singular stiffness matrix can be created, then buckling has not occurred. Then the load is increased from the last increment repeatedly until buckling does occur. Then the load is decreased halfway back to the prior increment. This bounds the buckling factor between the last 2 increments. Then STAAD proceeds to halve the interval until either the change between increments is 0.1% of each other, or the specified number of increments has been exceeded. The resulting factor is reported in the output file. The buckling deformed shape is simply the deformed shape from a static analysis with the near buckling load applied.This could appear more like a crushing, small displacement shape rather than a buckling mode shape. 15+ iterations are recommended. Buckling will be applied to all primary cases.

The option is activated using the new option in the Analysis/Print dialog thus:-
P-Delta analysis with STAAD.Pro
P-Delta analysis with STAAD.Pro
The results of the Buckling analysis are presented in the output file thus:-
P-Delta analysis with STAAD.Pro
P-Delta analysis with STAAD.Pro

ACI 211.1: Maximum Aggregate Size For Concrete Mix Design

A mix design for concrete consists of specifying following: 

1) as stiff mixes as practical under the proposed concrete mixing and casting conditions; 
2) maximum permissible size of coarse aggregate; and 
3) adequately sized and properly proportioned fine aggregate and coarse aggregate. 

In this post I shall discuss maximum aggregate size that can be used in design. Large maximum sizes of aggregates produce less voids than smaller sizes. Hence, concretes with the larger-sized aggregates require less mortar per unit volume of concrete, and of coarse it is the mortar which contains the most expensive ingredient, cement. Thus the ACI method is based on the principle that the maximum size of aggregate should be the largest available so long it is consistent with the dimensions of the structure.

Coarse Aggregate
In practice the dimensions of the forms or the spacing of the rebars controls the maximum coarse aggregate size. ACI 211.1 states that the maximum coarse aggregate size should not exceed:

1) one-fifth of the narrowest dimension between sides of forms, 

2) one-third the depth of slabs, 

3) 3/4-ths of the minimum clear spacing between individual reinforcing bars, bundles of bars, or pre-tensioning strands.
Special Case: When high strength concrete is desired, best results may be obtained with reduced maximum sizes of aggregate since these produce higher strengths at a given w/c ratio.

The World's Most Beautiful Domes

National Geographic, "inspiring people to care about the planet since 1888", wrote a piece about four domes that changed the way we build. National Geographic is amongst the most impressive and reliable news sources. They focus on geography, archaeology, natural science and historical conservation. With unbelievable photography and exclusive news coverage, I was delighted to find a piece by them on impressive domes from around the world. 

They note that domes throughout the centuries have served as both practical roof coverings as well as symbols of power. Their height gives them a spiritual significance.
The editorial piece goes on to list some of the most magnificent domes in the world, including:

1. The Parthenon, Rome
Skylight in The Parthenon, Rome
Skylight in The Parthenon, Rome
The Parthenon has been standing for almost two millennia and is the best preserved Roman monument. The dome spans 43.2 metres and has a circular open oculus that is 9 metres in diameter. It is made of solid squares of concrete, and at the time it was built, was the largest concrete construction on the planet. The dome doesn't require arch supports thanks to its exterior walls which are 20 feet thick.

2. The Dome on the Rock

The Dome on the Rock is located in Jerusalem, Israel and is considered one of the, if not the, most religious site in the Islamic religion. Its roof is made of gold, and is considered the first masterpiece of Islamic architecture.

The Parthenon, Rome
The Parthenon, Rome
3. Florence Cathedral
The Dome on the Rock
The Dome on the Rock 

Commonly referred to as the Duomo, this Italian cathedral is a prime example of Renaissance architecture. It is the creation of Filippo Brunelleschi, who was a goldsmith and sculptor from the region. It surpassed the Parthenon as the biggest dome in the world and is made entirely of stone.

Florence Cathedral
Florence Cathedral

4. Taj Mahal 



The Muslim rulers of India in the early seventeenth century were known as Mughals, and the Taj Mahal, located in Agra, is their greatest legacy. Shah Jahan built it to honour the death of his wife, making the Taj Mahal the most famous grave in the world. The central dome of the building is over 73 metres high. 
Taj Mahal
Taj Mahal 
All of these buildings are remarkable architectural structures not only for their domes, but for their designs as well as the things that they store and represent. Moreover, they were built at times when technology was far from what it is today, making their construction much more challenging. Nevertheless, they had architects with vision and builders with purpose, and thanks to them the world is privy to some of the most beautiful domes on the planet.

Kfg Resources Prepares for Seismic to Redevelop Salt Dome

In Mississippi, just a few kilometres from the town of Natchez, KFG Resources (TSX.V: KFG) is about to try something that CEO Bob Kadane believes will create significant value for his company’s shareholders. 


Buried beneath the Fayette field is the Fayette salt dome – the last hydrocarbon-bearing salt dome of its kind in the region that has not been redeveloped. In February 2008, KFG will carry out the first 3D seismic imaging survey on the Fayette salt dome in which it holds a 100% working interest. The data from the seismic survey will be analysed with existing data from more than 100 well logs to determine the best fifteen or more targets for a drill program to be started this summer. The goal will be to drill through multiple oil and gas formations in the shallow Wilcox Formation (from 3,500 to 3,900) and the Lower Tuscaloosa (9,600 feet). 

Salt domes like the Fayette were deposited millions of years ago when the shores of the Gulf of Mexico were located far inland from their current position. As waters evaporated, they left thick pockets of salt in layers. Over the millennia, these were buried by sand, soil and sediment. Over time, the thick layers of salt bowed in the centre and penetrated upward through the existing strata of rock – hence the “dome” shape of the structures. The salt is hard and impenetrable; the upward bending of the salt formed traps or pockets where oil and gas collected, often in large quantities. 

There are numerous salt features located in the area surrounding Natchez. While most have been thoroughly explored and exploited from the 1930s until the present, the Fayette Salt Dome has seen only limited exploration. 

Of the 4,000 acres that comprise the Fayette field and salt dome, only a fraction has been explored. Historically, exploration companies have drilled 29 deep holes on the east side of the dome. The west side, however, has only seen eight deep drill holes – which makes the west side a priority target.

The problem with mapping on the west side of the dome, Kadane says, “has been that the drill holes are too far apart to make any logical conclusions from the surface mapping (well logs). Some of them had small quantities of oil and gas production, so they could be the edge of a larger untapped reservoir. These old wells are 1,000 to 2,000 feet apart and you could have a reservoir easily run right between them and not even know it. And that’s what the seismic will tell us.” 

3-D seismic surveys, or "seismics" as they are commonly called, use sound waves to locate rock formations in the earth that are associated with oil and gas. Acoustic vibrations are created either by a controlled explosion, or more often, by use of a vibration truck, which thumps the ground creating waves that radiate into the earth. The sound waves are reflected off subterranean rock, sediment, salt and other layers. The length of time required for the waves to travel through layers of varying densities is used to create a profile of the structure. With the use of computers, 3-D seismics have becomes incredibly detailed and complex. Billions of data points are compiled to create a three dimensional image of the underground structures thus dramatically reducing the element of chance in drilling wells.

Then there are the well logs from more than fifty previously drilled wells in the Fayette field. These well logs are like electric cardiogram images depicting a foot by foot image of the types of hydrocarbons present down a well hole. With the log data, the presence of hydrocarbons is measured up and down the drill hole and outward about 20 feet in all directions. 


In addition, Kadane says, 3D seismic survey signatures will show areas of undepleted shallow gas as well as the undepleted oil reserves. In all, this adds up to a potentially huge amount of hydrocarbons. 

Although KFG’s earlier plans to recomplete its existing three Lower Tuscaloosa gas condensate wells were successful, they represented only the initial phase of hydrocarbon recovery from the Fayette field. With those online, the Fayette Field is presently producing 20 barrels of oil and 250 MCF of gas per day. Kadane says these were just a fraction of what could be underground here. 

“If I walk away from this with just five successful wells, I’m going to be disappointed, Kadane says.” 

He points out that every other similar salt feature in the Gulf Region that has seen 3D seismic survey data used in conjunction with down-hole well log data has been successful in finding new oil and gas reservoirs in just about every producing horizon. 

The Fayette field is structurally similar to oil company Denbury’s (NYSE: DNR) numerous projects in Louisiana and Mississippi, including other salt domes that Denbury has drilled for primary recovery or pumped CO2 into for secondary recovery. Denbury is one of the largest oil and natural gas operator in Mississippi and owns the largest reserves of CO2 used for secondary oil recovery east of the Mississippi River. In recent years, Denbury has systematically acquired many of the known salt formations throughout Mississippi and Louisiana.

“These old producing fields with salt features have been redeveloped by Denbury and others by doing exactly what we’re doing – 3D seismics and well logs – and then redrilling the areas and finding new reservoir traps, new fault traps, deeper beds, shallower beds. The reason there are still untapped resources down there is that using well logs alone didn’t give enough indication for the zones to be successfully tested for hydrocarbons.”

Historically, more than two million barrels of oil and 8 billion cubic feet of gas were produced from the Lower Tuscaloosa formation at Fayette. Kadane emphasises that most of the historical production was from the east side of the Fayette salt dome, which has seen most of the drilling. 

“There no reason I can think of why the same or similar won’t be possible to find on the west side, where only eight holes have been drilled,” he points out. 

While KFG focuses on drilling the untapped side of the salt dome, there remains another value-opportunity to consider as well. The Denbury model of secondary recovery using CO2 requires substantial capital to initiate, but is a very profitable model for that company. Kadane says the secondary model is one he is considering – once the company has the seismic data. 

“It has been every economic for companies like Denbury to revisit these older depleted reservoirs throughout Louisiana and Mississippi,” Kadane says. “Another object of the 3D then is to figure out exactly where the old depleted reservoirs are so you’ll know where to put your injection wells for a secondary recovery project.

“We’ve already been approached by Denbury to sell Fayette and we would have done a JV, but I wasn’t about to sell it. They’ve done their homework – they know what’s there.” 

KFG Resources has 42,147,311 net shares outstanding and presently trades at $0.09 per share.

This article is intended for information purposes only, and is not a recommendation to buy or sell the equities of any company mentioned herein. It is based on sources believed to be reliable, but no warranty as to accuracy is expressed or implied. The opinions expressed in the article are those of the author except where statements are attributed to individuals other than the author, in which case the opinions are those of the individual to whom they are attributed.

Willis Tower: A Bundled Tube Structure


A tube framed structure is a three dimensional space structure composed of three, four, or possibly more frames, braced frames, or shear walls, joined at or near their edges to form a vertical tube-like structural system capable of resisting lateral forces in any direction by cantilevering from the foundation. Fazlur Rahman Khan is the father of tubular design. . He has been called the Einstein of structural engineering and the Greatest Structural Engineer of the 20th Century for his innovative use of structural systems that remain fundamental to modern skyscraper construction. Tube-frame construction was first used in the DeWitt-Chestnut Apartment Building, designed by Khan and completed in Chicago in 1963.


Bundled Tubes in Willis Tower
Closely spaced interconnected exterior columns form the tube. Horizontal loads (primarily wind) are supported by the structure as a whole.

About half the exterior surface is available for windows. Framed tubes allow fewer interior columns, and so create more usable floor space. Where larger openings like garage doors are required, the tube frame must be interrupted, with transfer girders used to maintain structural integrity. Tube-frame construction was first

A variation on the tube frame is the bundled tube, which uses several interconnected tube frames. The Willis Tower in Chicago used this design, employing nine tubes of varying height to achieve its distinct appearance.
Offset at Bundle Tube in Willis Tower
The bundle tube design was not only highly efficient in economic terms, but it was also "innovative in its potential for versatile formulation of architectural space. Efficient towers no longer had to be box-like; the tube-units could take on various shapes and could be bundled together in different sorts of groupings. The bundled tube structure meant that "buildings no longer need be boxlike in appearance: they could become sculpture.

Glass Fiber Reinforced Plastic Industry, Low-Carbon Path Of Economic Development

The past two years, the whole world is talking about low-carbon economy, its mainstream understanding is that low-carbon economy refers to the main body as much as possible to reduce greenhouse emissions economy. Manifested mainly in: industry, high-efficient production and energy use; energy mix, renewable energy production will account for a high ratio; transport, the use of fuel-efficient, low-carbon emissions from transport, public transport to replace private transport, and more use of bicycles and walking; buildings, office buildings and family houses have adopted energy-efficient materials and energy-saving construction methods. Ultimately, low-carbon economy will be adjusted through the system structure and encourage energy-saving technological innovation, low-emission technology to improve energy efficiency, unit of GDP to gradually reduce carbon emissions. The prospects for China's economic development is concerned, "Made in China" is facing the pressure reduction, the green industry will be opportunity. "The Earth fever, industry and reduce carbon emissions." 

At present, the reduction of carbon will be increasingly the help of production processes, production tooling, production and means of upgrading and technological innovation, and commitment to the green industry (new energy industries) to develop and industrial applications, but also the so-called "soft carbon reduction. " This "soft cut carbon" is a low energy consumption, low pollution, low-emission-based low-carbon technologies. Through the implementation of low-carbon technologies to achieve low-carbon high growth, low carbon and reduce costs, and ultimately sustained economic development. 

To promote low-carbon technologies and glass fiber reinforced plastic industry has close ties. Of the last century 60's, glass fiber reinforced plastic industry, the "on behalf of the steel, on behalf of the trees," the simple idea of entering the market, than high strength glass fiber reinforced plastic, a large number instead of steel and metal materials; resource conservation, starting from a large number instead of timber. As the glass fiber reinforced plastic industry, decades of market operation, and gives rise to a number of excellent, highlighting in its plasticity, can be designed and versatility, it gives all kinds of plastic molding process characteristics; it can be planned to simplify the traditional manufacturing processes, reduce costs, achieve optimal combination of materials and performance; its versatility demonstrated excellent electrical properties, chemical properties, anti-aging properties, anti-fatigue properties, water resistance, anti-burning properties. You can see, the future industry to promote low-carbon technologies to achieve low-carbon economy, to the glass fiber reinforced plastic industry, will also provide new space for development. 

We are familiar from the industry, vehicles, shipbuilding, water treatment, chemical preservation, building energy conservation and other areas will face the constraints of the global low carbon economy, while the glass fiber reinforced composite materials to achieve its future has become an important industrial material of choice for low-carbon economy. More recently, from Guilin Daewoo Bus Manufacturing Company came the information, companies outside the association of all accessories that "weight loss" requirement. As we all know, the National Bus surrounded by most of the enterprises have adopted large glass fiber reinforced materials. 

Over the years, large passenger cars surrounded by pieces of glass fiber reinforced plastic to simplify processes, reduce the weight, compared to metal materials, surrounded by large step forward. At present, the bus to promote low-carbon economy, its own weight loss and reducing consumption demand will make the existing parts of glass surrounded by Steel from simple "On jin sale" into the scientific design process. Guilin Daewoo Bus for many years to undertake manufacture of large siege pieces of Guilin Daewoo Bus Company, is working in close cooperation with the adoption of a new design concept, so that large buses surrounded by pieces of glass fiber reinforced plastic under the premise of continued weight loss to achieve light weight high strength. 

The eventual realization of low-carbon technologies to promote low-carbon economy, glass and steel enterprises should be very concerned about the reference and the development of low-carbon standard. In addition, as a low-carbon economy, globalization, industrialization, will also drive high-performance glass fiber, high-performance synthetic resin, high-performance nano-materials and intelligent emergence and development of forming technology, it is because these high-performance materials, and equipment is to achieve low-carbon technologies and low-carbon economy indispensable component.

Titanium carbide nanoparticles and Its applications

It possesses high purity, small and uniform particle diameter, high surface activity, large specific surface area, low loose loading density, anti high temperature, anti-oxidation, high strength, high hardness, excellent thermal conductibility, good toughness, violet high shield larger than 80%, excellent electric conductibility, good chemical inertia to iron and steel etc .

1) It is an extremely hard refractory ceramic material, similar to tungsten carbide, it provides higher activity, lower sintering temperature, higher ductile & strength and 80% higher reflection of UV light. 1) It can be used as abrasives, enhancement particle coating, can improve wear resistance, toughness and hardness of hard alloys, bearings alloy, nozzles, cutting tools, tool bits. nano ceramic composited with TiN, WC, Al2O3 especially for petrochemical & refractory uses. The resistance to wear, corrosion, and oxidation of a tungsten carvide-cobalt material can be increased by adding 6% of TiC to tungsten carbide. Tool bits without tungsten content can be made of titanium carbide in nickel-cobalt matrix cermets, enhancing the cutting speed, precision, and smoothness of the piece. This material is used as a heat shield for atmospheric re-entry of space shuttles and similar vehicles. The substance may be also polished and used in scratch-proof watches.


2) It is good for optical use (hard and transparent). 


3) Nucleating/conductive filler for smaller grain size with improved mechanical & conductive properties etc. for plastics.

Detailed Product Description
Purity: >% 99.0 min 
Crystal Form: Cubic 
Color: Black 
APS: 30nm
CAS No.: 12070-08-5 
EINECS Number: 235-120-4 
Form: Powder 
Solubility in / Miscibility with Water: Insoluble 
Hazard class: 4.1, UN3178

Gas to Oil Ratio

It is usual that some natural gas to come out of solution when oil is brought to surface conditions. The gas/oil ratio (GOR) is the ratio of the volume of gas that comes out of solution, to the volume of oil at standard conditions.

A point to check is whether the volume of oil is measured before or after the gas comes out of solution, since the oil volume will shrink when the gas comes out.

In fact gas dissolution and oil volume shrinkage will happen at many stages during the path of the hydrocarbon stream from reservoir through the wellbore and processing plant to export. For light oils and rich gas condensates the ultimate GOR of export streams is strongly influenced by the efficiency with which the processing plant strips liquids from the gas phase. Reported GORs may be calculated from export volumes which may not be at standard conditions.

Magnitude 3.1 Earthquake of COLORADO 2011 October 10

2011 October 10 13:26:28 UTC : COLORADO
Magnitude: 3.1
Date-Time : Monday, October 10, 2011 at 13:26:28 UTC
Monday, October 10, 2011 at 07:26:28 AM at epicenter
Location : 37.095°N, 104.708°W
Depth : 1.5 km (~0.9 mile) (poorly constrained)
Region : COLORADO
Distances: 20 km (12 miles) WSW of Trinidad, Colorado

32 km (19 miles) NW of Raton, New Mexico

58 km (36 miles) S of Walsenburg, Colorado
294 km (182 miles) S of DENVER, Colorado
Location Uncertainty : horizontal +/- 9.3 km (5.8 miles); depth +/- 11.6 km (7.2 miles)
Parameters : NST= 20, Nph= 24, Dmin=3.3 km, Rmss=0.64 sec, Gp= 72°, M-type=local magnitude (ML), Version=9

Hollow Drill

Hollow drill bit is more suited to portable tool hole processing tool. However, hollow drill bit manufacturing process more complicated, and can not be processed blind hole, and therefore the use of metal cutting are not common, usually only in the processing of some large diameter or precious metal workpiece through-hole drilling equipment, power is limited or when the use of .

Here's hollow design of the cutting bit to make a brief analysis of the impact.
1. A front-line impact of change on the drill bit cutting

Anterior horn of the cutting force under the influence of change in angle will affect the extent of chip deformation of the material, thereby cutting force change. Larger chip deformation, cutting force greater; chip deformation smaller, the smaller the cutting force. The current angle is 0 ° ~ 15 ° within the scope changes, the changes in cutting force correction factor ranging from 1.18 to 1. Anterior horn of the impact of increased durability drill bit anterior horn, the tip will reduce the intensity and volume of cooling the same time, the situation will affect the tip force.

Hollow Drill Bits
The current angle is positive when the tip under tensile stress; the current angle is negative, tip compressive stress. Such as the choice of anterior horn is too large, although the increase drill sharpness, reducing the cutting forces, but the tip tensile stress suffered by a larger tip strength decreased, easy to break. A number of bits in the cutting trials were too large due to anterior horn damage. However, due to be processed materials, high hardness and strength, combined with a portable drilling rig machine spindle and a lower rigidity, such as pre-selected angle is too small, the increase of cutting forces during drilling spindle will vibrate, processing, apparent surface vibration pattern, drill durability will be reduced.
2. Posterior horn of the impact of change on the drill bit cutting

Increased posterior horn can be reduced and the cutting flank friction between materials, reducing the strain on the machined surface. However, if the posterior horn is too large, it will reduce the edge strength and heat dissipation. A direct impact on the size of the posterior horn drill durability. In the drilling process, the drill wear in the form of the main phase transition mechanical abrasions and wear. Consider mechanical abrasion wear and tear, when the cutting life is constant, the greater the posterior horn, cutting time can be longer; consider the phase-change wear and tear, posterior horn larger drill bit will reduce the cooling capacity. Bit worn, with the gradual flank wear band widening, cutting power gradually increased, the friction heat generated will gradually increase, so that drill bit temperature, when the temperature rises to drill phase transition temperature, the drill will occur rapid wear and tear.



3. Bit design of the grinding process of

Hollow drill small amount of processing volume is small, so the design should take into account bit processing technology issues, as far as possible commonly used machining equipment and tools used to achieve machining and grinding. Chip flow through the rake face, so the shape of the rake face a direct impact on the performance chip shape and chip removal. Chip in the outflow of the process of being the rake face extrusion and friction, and further deformation. Chip the greatest extent of the underlying metal deformation and slippage along the rake face, so that the bottom length of the chip is longer, to form a variety of curling shapes. Using hollow drill hole, we hope ribbon cuttings or debris into the debris in order to facilitate chip removal. To facilitate the processing and grinding, the rake face must be designed as a flat, and do not open chip-breaker. The rake face in use does not require re-grinding. Flank is the most likely to re-grinding the hollow drill bit face, but also the fastest surface wear and tear, so hollow drill grinding is grinding flank to achieve. Deputy Vice-flank divided into internal and external vice flank flank. Severity grinding point of view, re-grinding inside and outside is not easy to achieve, Vice flank, so Vice-flank grinding should be designed to not re-form. Based on the above analysis, the hollow drill bit blade designed for the form shown in Figure 1. Processing of Practice has proved that fully meet the design re-use requirements and tool grinding requirements.

4. Cutting fluid used and the impact of drill cutting

The main characteristics of the hollow drill holes within the core working hours will not be cut, so hollow drill twist drill cutting significantly reduced compared with the required drilling and cutting power in less heat generated. High-speed steel hollow drill hole, because of processing zones of temperature on the hardness of a great impact drill, so drilling process must be used coolant temperature. We started using an external spray cooling method, but drill the horizontal axis station processing, cooling fluid is not easy to enter the blade part of the drill bit, coolant consumption of a larger cooling effect is not ideal. The re-engineering to change the drill spindle structure, the external spray cooling an internal spray cooling, cooling fluid from the hollow core drill bits were added, so that coolant can smoothly reach the drill bit cutting section, thereby significantly reducing the cooling fluid consumption, improved cooling effect.

5. Hollow drill bit to use effects

Well-designed hollow drill bit should also meet the requirements in the following aspects: ease of manufacturing, to adopt common tools and common tooling; easy re-sharpening can be carried out using common grinding wheel grinding machine; high production efficiency, long service life; low price. Basically, we developed the hollow drill bit to achieve the above requirements. In actual use, the drill durability is stable up to 50 minutes, diameter tolerance, surface roughness, Deng Jun reached the design requirements. Because only re-grinding flank, posterior horn bit easier to control, in the ordinary wheel machine grinding can be easily implemented.

Symptoms of Foundation Failure

A building has two parts sub-structure and super-structure. The portion that support the building, transmitting safely the gravity as well as lateral loads(both wind and seismic loading) to the soil using bearing capacity of soil, is called foundation. Foundation is sub-structure. It is very important, most accurately, most important part of the building. The stability of foundation depends on many factors and the unpredictable behavior of soil, make it more difficult. To restrengthen the weak and unstabile foundation before failure it is important to determine the signs of foundation failure. Some common signs are given below: 

  • Large gaps in door frames
    Large gaps in door frames
    Windows and doors are sticking, hard to open

  • There are large gaps in window and door frames

  • Interior plaster walls are cracking

  • Multiple nail pops are appearing in ceilings and walls


    A) Nail pops are appearing in ceilings and walls <br />B) Window and/or door trim are developing spaces

    A) Nail pops are appearing in ceilings and walls

    B) Window and/or door trim are developing spaces
Leaned wall

  • Walls are beginning to lean noticeably
    Plaster walls are cracking

  • Window and/or door trim are developing spaces
  • Floors are starting to settle and become uneven
  • Chimneys are tilting or leaning
  • Foundations are sinking
  • Cracks can be seen in foundations or basement walls