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Influence of Aspect Ratio on the Bearing Capacity and Correlated Modulus of Subgrade Reaction for Shallow Foundations on Dense Sand

机译：纵横比对浅埋浅层浅埋区轴承能力和相关模量的影响

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Ramez Alchamaa;
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1. Influence of Random Heterogeneity of Cross-Correlated Strength Parameters on Bearing Capacity of Shallow Foundations [J] . Kaveh Ranjbar Pouya, Negin Zhalehjoo, Reza Jamshidi Chenari Indian Geotechnical Journal . 2014,第4期

机译：交叉相关强度参数的随机异质性对浅层基础承载力的影响
2. Bearing Capacity of Foundations with Inclusion of Dense Sand Layer over Loose Sand Strata [J] . Khatri Vishwas N., Kumar Jyant, Akhtar Shamim International journal of geomechanics . 2017,第10期

机译：松散地层上含密实砂层的地基承载力
3. Bearing capacity of shallow foundations in saturated and unsaturated sands from SPT-CPT correlations [J] . Fathi M. O. Mohamed, Sai K. Vanapalli International journal of geotechnical engineering . 2015,第1期

机译：基于SPT-CPT相关性的饱和和非饱和砂土中浅层地基的承载力
4. Vertical bearing capacity and lateral subgrade reaction modulus of PHC piles in inclined foundation rock [C] . H. Suezawa, H. Iwahara, M. Izakura, International STATNAMIC Seminar . 2000

机译：倾斜基础岩石中PHC桩的立式承载力和横向路基反应模量
5. Bearing capacity of continuous foundation on loose sand underlain by dense sand. [D] . Abdella, Mahmoud Muhammed Said Qasem. 1983

机译：稠密砂岩下的松散砂土上连续地基的承载力。
6. Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE [O] . Barbara Schneider-Muntau, Iman Bathaeian -1

机译：用SPARC和FE模拟浅层地基的沉降和承载力
7. Bearing capacity tests under 1g and 20g field of shallow foundation on dense sand and their deformation behaviours [O] . Yujian LIU, Sokkheang SRENG, Akitoshi MOCHIZUKI, 2007

机译：致密砂和变形行为下1G和20G浅基础下的承载力测试及其变形行为

Influence of Aspect Ratio on the Bearing Capacity and Correlated Modulus of Subgrade Reaction for Shallow Foundations on Dense Sand

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