OBTAINING THE RESISTANCE OF PLASTIC FROZEN GROUND UNDER PILE DRIVING BY JACKING

A. O. Sinitsyn; S. Loset

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OBTAINING THE RESISTANCE OF PLASTIC FROZEN GROUND UNDER PILE DRIVING BY JACKING

机译：千斤顶打桩在塑料冻土层中的抵抗力

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摘要

A method for calculation of frozen soil resistance during pile sinking by jacking is suggested. The design parameters are determined on the basis of the method of spherical stamp indentation; frozen saline silt and clay at temperatures close to freezing of the pore solution are tested.

机译：提出了一种采用顶推法计算沉桩过程中冻土抗力的方法。设计参数是根据球形印记压痕的方法确定的；在接近孔隙溶液冻结的温度下测试了冻结的盐水淤泥和粘土。

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《Soil mechanics and foundation engineering 》 |2011年第2期| p.79-85| 共7页
作者
A. O. Sinitsyn; S. Loset;
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St. Petersburg State Polythechnical University, The University Centre in Svalbard (St. Petersburg, Russia), and Norwegian University of Science and Technology, The University Centre in Svalbard (Trondheim, Norway);

St. Petersburg State Polythechnical University, The University Centre in Svalbard (St. Petersburg, Russia), and Norwegian University of Science and Technology, The University Centre in Svalbard (Trondheim, Norway);

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3. DETERMINING DRIVING RESISTANCE WITH REBOUND OF PILE-TOP DURING PILE DRIVING [J] . CHEN Ren-peng, HU Ya-yuan, CHEN Yun-min Journal of Zhejiang University Science: An international applied physics & engineering journal . 2001 ,第2期

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4. Computation of Pile-Sinking Resistance of Jacked Pile Based on Cavities Expansion Theory [C] . Jiatao Wang, Wei Hao, Chenglei Zhang CSISE 2011;Conference on computer science, intelligent system and environment . 2012

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OBTAINING THE RESISTANCE OF PLASTIC FROZEN GROUND UNDER PILE DRIVING BY JACKING

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