土工基础 ›› 2020, Vol. 34 ›› Issue (4): 451-454.

• 工程实录 • 上一篇    下一篇

郑万高铁谷地区松软土夹块石地基处治

陈远洪   

  1. (中铁第四勘察设计院集团有限公司,武汉 430063)
  • 收稿日期:2020-06-20 修回日期:2020-06-22 出版日期:2020-08-20 发布日期:2020-08-15
  • 作者简介:陈远洪(1975-),男,硕士,教授级高工,研究方向为铁路岩土工程勘察与设计。

Improvement of Loose and Soft Boulderly Soils in Valley Area of Zhengzhou-Wanzhou High-Speed Rail Project

CHEN Yuanhong   

  1. (China Railway Siyuan Survey and Design Institute Group Co. Ltd., Wuhan 4300063)
  • Received:2020-06-20 Revised:2020-06-22 Online:2020-08-20 Published:2020-08-15

摘要: 山区松软土中易夹有无规律和随机性的大粒径块石硬层,按规范要求的常规勘探点布置密度难以准确查明局部的硬夹层,对于黏性土、碎石土及砂类土等多元结构谷地区地层,应对地基下夹有大粒径块石的可能性进行分析验证,并调整勘探为纵向每20~40 m布置加密勘探孔及每50~100 m设置不少于2孔的勘探横断面,以查明地层结构及所夹大粒径块石组成和分布状况。为此,考虑填挖高度和地层分布,采用穿透力强的桩板结构及换填处理并结合高超载预压等进行有效处理,保证了施工顺利实施及高速铁路无砟轨道沉降控制要求。

关键词: 谷地区, 高速铁路, 松软土, 沉降控制, 处治

Abstract: The loose and soft soils in the mountain area frequently contain random boulder sized rock blocks with various grain sizes. It is usually difficult to accurately characterizing the vertical and horizontal limits of boulderly soil strata by using the conventional boring spacing defined in the code. In accordance with the author’s experience of characterization of clayey, gravelly, and sandy soils strata in the valley area, the potential random boulderly soil lenses should be verified by using smaller bring spacing of 20 m to 40 m in the longitudinal direction. Further, in the transverse direction, at least two test borings should be arranged with a test boring spacing of 50 m to 100 m. Based on the proposed fill height and the boulderly soil distribution, various soil improvement and structural measures, such as, sheet pile with strong penetration; soil replacement and surcharging with large surcharging ratio, can be used to meet the settlement control requirement of high-speed rail projects.


Key words: Valley Area, High-Speed Rail, Loose and Soft Soils, Settlement Control, Soil Improvement

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