›› 2015, Vol. 36 ›› Issue (S2): 274-280.doi: 10.16285/j.rsm.2015.S2.036

• 基础理论与实验研究 • 上一篇    下一篇

成都地区含膏红层软岩溶蚀特性研究

邱恩喜1, 2,康景文3,郑立宁4,郭永春1,贺建军1   

  1. 1. 西南交通大学 土木工程学院,四川 成都 610031;2. 中国中铁二院工程集团有限责任公司,四川 成都 610031; 3. 中国建筑西南勘察设计研究院有限公司,四川 成都 610081;4. 中建地下空间有限公司,四川 成都 610081
  • 收稿日期:2014-11-03 出版日期:2015-08-31 发布日期:2018-06-14
  • 作者简介:邱恩喜,男,1981年生,博士研究生,在站博士后,主要从事道路边坡工程研究

Study of corrosion characters of red-bed soft rock containing saline deposit in Chengdu

QIU En-xi1, 2, KANG Jing-wen3, ZHENG Li-ning4 , GUO Yong-chun1, HE Jian-jun1   

  1. 1. School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; 2. China Railway Eryuan Engineering Group Co., Ltd., Chengdu, Sichuan 610031, China; 3. China Southwest Geotechnical Investigation & Design Institute Co., Ltd., Chengdu, Sichuan 610052, China; 4. China Construction Underground Space Co., Ltd., Chengdu, Sichuan 610081
  • Received:2014-11-03 Online:2015-08-31 Published:2018-06-14

摘要: 针对成都地区红层软岩溶蚀空洞现象,以成都半岛城邦项目场地的红层软岩为例,选取不同深度的岩样进行室内浸水试验、淋滤试验和溶蚀试验,观察岩样在不同类型环境水下的作用性状和溶蚀特征,分析经历不同作用的含膏红层软岩 可溶成分的流失程度及其对环境水的影响。结果表明,红层软岩中的石膏含量随着深度的增加而增加,含膏红层及其环境水的腐蚀性显著增强;遇水后,红层软岩中的可溶成分逐渐溶解、流失,随着时间的积累;红层软岩孔隙增大,渗透性增强,红层的完整性丧失,强度衰减;在酸性环境水的作用下红层软岩中的钙质胶结物流失加剧,结构连接破坏严重,对红层的结构强度影响较大。对浸泡、淋滤和溶蚀作用后的试样,重点测试了抗压强度、波速等参数。试验结果表明,红层软岩经硫 酸溶液腐蚀后岩样的结构被破坏,单轴抗压强度从8.5 MPa降低到2 MPa,降低了76%;波速明显减小,从2 204 m/s减小至1 355 m/s,减小了40%;红层试样的pH与电导率变化也比较显著,pH值从8.77减小至7.29;电导率从55 ?s/cm增加到1 100 ?s/cm。

关键词: 含膏红层软岩, 环境水, 溶蚀

Abstract: The holes caused by dissolution in red-bed soft rock are well developed in Chengdu. Submerging test, leaching test and dissolution test are performed with the samples of red-bed soft rock form different depth of Bandao City in Chengdu. Then the influencing on the environmental water and the erosion degree of soluble components in red bed soft rock containing saline deposit under different processes are analyzed after observing the dissolution characters and behaviors of rock sample under different environmental waters. The results show that the content of gypsum in red-bed soft rock rises with the depth increase. The causticity of rock and environmental water is significantly enhanced; the soluble components of red-bed soft rock dissolve and drain gradually under water, so as to turn to pore enlargement, permeability enhancement, strength reduction and lost of integrity; the acid environmental water makes the calcium carbonate cement drains faster and does great damage to the connection of structure, so as to influence the strength of red-bed soft rock obviously. The compressive strength, wave velocity of the rock are tested after submerging test, leaching test and dissolution test. The test results show that the uniaxial compressive strength of the soft rock reduces obviously after corroded by sulfuric acid. The uniaxial compressive strength reduces for 76% from 8.5 MPa to 2 MPa. The wave velocity in the rock also reduces for 40% from 2 204 m/s to 1 355 m/s. Meanwhile, the pH value of the rock reduces from 8.77 to 7.29 and its conductivity increases from 55 μs/cm to 1 100 μs/cm.

Key words: red-bed soft rock of containing saline deposit, environmental water, dissolution

中图分类号: 

  • TU 452
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