Effects of particle size and grading characteristics on sand matrix soils under monotonic and cyclic loadings
Since 1964, liquefaction resistance of sand matrix soils or sand-fine mixtures has been extensively studied by researchers. These extensive studies were done/conducted following dramatic damages due to liquefaction caused by earthquakes in Niigata and Alaska. However, until the end of the 2010s and...
محفوظ في:
المؤلف الرئيسي: | Othman, Bakhtiar Affandy |
---|---|
التنسيق: | أطروحة |
اللغة: | English |
منشور في: |
2022
|
الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/100342/1/BakhtiarAffandyOthmanPMJIIT2022.pdf |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Monotonic and cyclic behaviour of trabecular bone under uniaxial and multiaxial loading
بواسطة: Mohd. Szali Januddi, Mohd. Al-Fatihhi
منشور في: (2015) -
Bearing capacity of circular footing on geocell reinforced sand deposit under cyclic loading
بواسطة: Oghabi, Mohsen
منشور في: (2015) -
Effect of fines content and plasticity on liquefaction susceptibility of sand matrix soils
بواسطة: Tan, Choy Soon
منشور في: (2015) -
Mechanical behavior of sand-tire chips mixture under monotonic loading
بواسطة: Chew, Yun Lieh
منشور في: (2013) -
Structural behaviour of stiffened steel plate shear wall under cyclic loading
بواسطة: Salimi, Muhammad Adam
منشور في: (2021)