Experimental study on nonlinear shear strength behavior of a tropical granitic residual soil (Grade VI) at various initial moisture contents
The conventional theories of soil mechanics use linear envelope to derive shear strength; this however, leads to an overestimation of the factor of safety in the examination of slopes. Therefore, the incorporation of methods that acknowledge the existence of non-linear characteristics of shear stren...
| الحاوية / القاعدة: | Jurnal Teknologi |
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| المؤلف الرئيسي: | |
| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Penerbit UTM Press
2017
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| الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85011697879&doi=10.11113%2fjt.v79.8955&partnerID=40&md5=9f250f848bddd4b868e5e83148c178aa |