Research on bearing behaviors and negative friction force for filling piles in the site of collapsible loess with big thickness
HUANG Xuefeng 1 2, CHEN Zhenghan 1, HA Shuang 3, XUE Saiguang 4, SUN Shuxun 5
1.Logistic Engineering University of PLA Chongqing 400041 China 2.Lanzhou Science and Technology University Lanzhou 730050 China 3.Command for Pumping Water from the Yellow River and Helping Poor People in Ningxia Yinchuan 750004 China 4.Ningxia Water Conservancy Administration Yinchuan 750001 China 5.Civil and Architectural Institute of Gansu Province Lanzhou 730050 China
Abstract：Large scale field tests of filling piles were performed in a collapsible loess site with a thickness of 35m under natural content and immersion states.The diameter and length of test piles were 0.8 m and 40 m,respectively.4 types of test piles were designed and several measuring methods were adopted.It was shown by test results that the positive frictional resistance measured from pile ZH2 and the negative frictional resistance measured from pile ZH5 were smaller than those measured from pile ZH3 and pile ZH4;The negative frictional resistance measured from test piles was far greater than the numerical value recommended by ? Code for Building Construction in Collapsible Loess Regions ?(GB50025-2004);The locations of neutral points measured from several pile tests in-situ exceeded the range proposed by ?Technical Code for Building Pile Foundations ?(JGJ 94-94);The collapsible settlement of loess could be decreased with pile group.The results obtained in this paper might be useful for the similar project and to revise GB50025-2004 and Code JGJ 94-94.
黄雪峰；陈正汉；哈双；薛塞光；孙树勋；. 大厚度自重湿陷性黄土中灌注桩承载性状与负摩阻力的试验研究[J]. 岩土工程学报, 2007, 29(3): 338-346.
HUANG Xuefeng 1 2, CHEN Zhenghan 1, HA Shuang 3, XUE Saiguang 4, SUN Shuxun 5. Research on bearing behaviors and negative friction force for filling piles in the site of collapsible loess with big thickness. Chinese J. Geot. Eng., 2007, 29(3): 338-346.
