Paper Title:
Behavior of Soil Nailing Protection with High and Steep Bedding Stone Cutting
  Abstract

This study is expected to research the performance, behaviors and strength of soil nailing by field test, based on the engineering of soil nailing wall protection with the high and steep bedding stone cutting in Chong Qing - Huai Hua Railway in China. We test the nail force of different station on different row soil nailing with vibrating reinforcing meter. Some conclusion elicited such as the rule of nail force with nail length and time, the potential sliding surface and the rule of soil nailing wall earth pressure with the height of wall. The test results can be used as reference for the design and construction of soil nailing wall.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
2716-2719
DOI
10.4028/www.scientific.net/AMR.243-249.2716
Citation
J. X. Ding, G. Q. Yang, B. L. Xiong, Q. Y. Zhou, "Behavior of Soil Nailing Protection with High and Steep Bedding Stone Cutting", Advanced Materials Research, Vols. 243-249, pp. 2716-2719, 2011
Online since
May 2011
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Price
$32.00
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