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An Experimental Study on Behaviour of Bearing Capacity and Settlement of Circular and Square Footing Resting on Reinforced Sand Bed Stratified with Lateritic Soil

机译：轴承能力和圆形脚踏围绕综合砂床沉降的实验研究

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1. Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles [J] . Zeydi H., Boushehrian A. H. Iranian Journal of Science and Technology, Transactions of Civil Engineering . 2020,第3期

机译：无透散砂桩层状土壤圆形脚梯承载力的实验与数值研究
2. An Improved Method to Increase the Load-Bearing Capacity of Strip Footing Resting on Geotextile-Reinforced Sand Bed [J] . Monir Kazi, Sanjay Kumar Shukla, Daryoush Habibi Indian Geotechnical Journal . 2015,第1期

机译：一种提高土工织物加筋砂床上条形基础承载能力的改进方法
3. Bearing Capacity Factors for Isolated Surface Strip Footing Resting on Multi-layered Reinforced Soil Bed [J] . Nripojyoti Biswas, Priyanka Ghosh Indian Geotechnical Journal . 2019,第1期

机译：多层加固土壤床上围绕隔离面带脚踏板的承载力因素
4. Experimental study of load settlement behaviour of circular footing rested over M-sand [C] . Vinodhkumar Shanmugasundaram, Gowsalya Palanisamy, Balaji Anbazhagan, National Conference on Current and Emerging Process Technologies . 2020

机译：圆形脚踏荷载沉降行为的实验研究休息
5. Bearing capacity and settlement behaviour of footings subjected to static and seismic loading conditions in unsaturated sandy soils. [D] . Mohamed, Fathi Mohamed Omar. 2014

机译：在非饱和砂土中承受静力和地震载荷的基础的承载力和沉降特性。
6. Bearing capacity of shell strip footing on reinforced sand [O] . W.R. Azzam, A.M. Nasr 2015

机译：壳条在加固的沙子上的支撑能力
7. Effect of submergence on settlement and bearing capacity of surface strip footing on geotextile-reinforced sand bed [O] . Kazi, Monir, Shukla, Sanjay K, Habibi, Daryoush 2015

机译：浸水对土工织物加筋砂层表带基础沉降和承载力的影响
8. The Behaviour of Footings Resting on a Non-Homogeneous Soil Mass with a Crust. Part II - Circular Footings [R] . Rowe, R. K. , Booker, J. R. 1980

机译：作者：郝建国，邵明安，岩土力学ROCK aND sOIL mECHaNICs地壳非均质土体基础的性状。第二部分 - 圆形基础

An Experimental Study on Behaviour of Bearing Capacity and Settlement of Circular and Square Footing Resting on Reinforced Sand Bed Stratified with Lateritic Soil

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