foundation system of burj al arab

Steps to Classify Site for Earthquake Design (Part-1)

Dear reader, throughout last few posts we were discussing about site classification for design of structure for earthquake. Of these site class A, class B, class C, class D and class E have some criteria upon which we can determine them say shear wave velocity, standard penetration resistance, undrained shear strength of soil at site.



Step-1


The site class F requires site-specific tests; these are collapse behavior, organic content say peat or other highly organic clays, plasticity and thickness of clay layer of soft or medium stiff. When a site represent these classes, complying any of these; we can classify it as site class F. That is from boring data and in-situ tests, we can primarily suspect a site as class F and then more elaborate site-specific evaluations are conducted. Field identification of different types of soils have discussed in our previous posts. 

Organic soil


Step-2


Here we can ensure a site as class E. In determining this we have to know about plasticity index, water content, undrained shear strength of soil; the thickness of layers of soil layer is also important. Dear reader at first we will learn about determination of u.
Determination undrained shear strength
 Where


Sui =  Undrained shear strength (psf), ≤5000 psf

In kpa this value is ≤240kpa; use ASTM D2166 or D2850 to determine this parameter.

dc= Total thickness of soil layers within top 100ft (cohesive soil is considered)

K = Number of the cohesive layers within top 100ft

di = Thickness of soil layer at any depth within upper 100ft
 

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