Experimental Study on the Bearing Mechanisms of Rock-socketed Piles in Soft Rock Based on Micro X-ray CT Analysis

Author:

Xu JiangORCID,Haque Asadul,Gong WeimingORCID,Gamage Ranjith Pathegama,Dai Guoliang,Zhang Qi,Xu Feng

Funder

Graduate Research and Innovation Projects of Jiangsu Province

National Natural Science Foundation of China

National Basic Research Program of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference69 articles.

1. Akgüner C, Kirkit M (2012) Axial bearing capacity of socketed single cast-in-place piles. Soils Found 52:59–68. https://doi.org/10.1016/j.sandf.2012.01.012

2. ASTM D7012-04 (2004) Standard test methods for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. PN ASTM International PL West Conshohocken, PA

3. Berezantzev V, Yaroshenko V (1962) Osobennosti deforminovania peschanych osnovanii pod fundamentami glubokogo zalozhenia. Osn Fundam 4:3–7

4. Bishop R, Hill R, Mott N (1945) The theory of indentation and hardness tests. Proc Phys Soc 57:147–159. https://doi.org/10.1088/0959-5309/57/3/301

5. Dai G-L, Gong W-M, Chen L (2012) Modified method for shaft resistance of rock-socketed piles based on Hoek–Brown criterion. Chin J Geotech Eng 34:1746–1752

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