Correlation between cone penetration test and bearing capacity for shallow foundation
The Cone Penetration Test (CPT) is a simple and versatile test that is becoming more popular in Malaysia for soft clay and fine to medium coarse sand. It can be used as a direct method to determine the soil bearing capacity for a foundation. Analyses were carried out on the CPT data from local proje...
محفوظ في:
المؤلف الرئيسي: | Ahmad, Mazlan |
---|---|
التنسيق: | أطروحة |
اللغة: | English |
منشور في: |
2007
|
الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/6396/1/MazlanAhmadMFKA2007.pdf |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Correlation between N-Value from standard penetration test and allowable bearing capacity of soil
بواسطة: Jayakumaran, Raguraman
منشور في: (2007) -
Evaluation of pile capacity from cone penetration test data
بواسطة: Shoib, Shamsul Anuar
منشور في: (2010) -
Relationship between cone penetration test and undrained shear strength of soft soil
بواسطة: Ahmed Nasroulla, Nazaneen
منشور في: (2014) -
Performance of bearing capacity for eco-friendly raft pile foundation system (ERP System) in soft soil
بواسطة: Abdul Rahman, Siti Saimah
منشور في: (2015) -
Determination of plastic limit of soil using modified cone penetration method
بواسطة: A. Rashid, Ahmad Safuan
منشور في: (2005)