渭北工业区建设中可预见工程地质问题分析及其对策
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- 英文论文题名：The analysis and measures of foreseeable engineering geologicalissues in WeiBei industrial zone
- 论文作者：李识博 ; 李仁伟 ; 周浩一
- 英文论文作者：Li Shibo ; Li Renwei ; Zhou Haoyi ; College of Geology and Environment ; Xi'an University of Science and Technology
- 年：2016
- 作者机构：西安科技大学地质与环境学院;
- 论文关键词：渭北工业区 ; 工程地质问题 ; 防治措施
- 英文论文关键词：WeiBei industrial zone ; engineering geological issues ; controlling measures
- 会议召开时间：2016-09-05
- 会议录名称：2016年全国工程勘察学术大会论文集（上册）
- 英文会议录名称：Geotechnical Investigation & Surveying
- 语种：中文
- 分类号：TU195
- 学会代码：ZJKC
- 会议名称：2016年全国工程勘察学术大会
- 会议地点：中国山西太原
- 主办单位：全国建筑工程勘察科技情报网、全国建筑工程勘察科技情报网华北情报站、中国建筑学会工程勘察分会
- 学会名称：中国建筑学会工程勘察分会
- 页数：8
- 文件大小：653k
- 原文格式：O
- 会议级别：全国
摘要
渭河盆地地质环境复杂,是工程地质问题的多发区域。通过对研究区内地裂缝、塌岸、湿陷性黄土地基等相关工程地质问题的成因及其在工业区目前建设和以后运行过程中可能造成的道路开裂、河岸塌陷、差异性沉降等不良后果的调查研究,结合国内在处理相关工程地质问题时所采用的相应的措施和不同的施工要求,对研究区内的工程地质问题提出空间避让法、部分拆除法、干砌片石护坡、桩基础等相应的防治措施解决方案。根据研究区内相关工程地质问题提出的解决方案,可为加快工业区建设和减少损失提供有益思路。
The geological environment of weihe basin is complex and it is the frequent occurrence area of engineering geological issues.Through the investigation and research of relevant issues,such as ground fissures,bank collapse,collapsible loess foundation,etc.and the adverse consequences,especially the road cracking,trapped bank,differential subsidence and so on,which may take place in the construction of industrial zone and the use process.Combining with corresponding measures and different construction requirements adopted by relevant engineering geological problems in civil,coming up with the several related controlling measures and solutions to the research area,for example space avoiding method,partial demolition method,dry-laid rubble revetment,dynamic compaction and pile foundation.According to the solutions of relevant engineering geological issues in study area,several profitable ideas can be offered to promote the construction of industrial zone and reduce loss.
The geological environment of weihe basin is complex and it is the frequent occurrence area of engineering geological issues.Through the investigation and research of relevant issues,such as ground fissures,bank collapse,collapsible loess foundation,etc.and the adverse consequences,especially the road cracking,trapped bank,differential subsidence and so on,which may take place in the construction of industrial zone and the use process.Combining with corresponding measures and different construction requirements adopted by relevant engineering geological problems in civil,coming up with the several related controlling measures and solutions to the research area,for example space avoiding method,partial demolition method,dry-laid rubble revetment,dynamic compaction and pile foundation.According to the solutions of relevant engineering geological issues in study area,several profitable ideas can be offered to promote the construction of industrial zone and reduce loss.
引文
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[17]刘志伟,申汝涛.钻孔挤密桩处理强湿陷性黄LIU Zhiwei,SHEN Rutao.Field test on pre-bored compaction lime-soil pile(down-hole dynamic compaction method)to improve serious collapsible loess[J].Rock and Soil Mechanics,2009,S2:339-343.
[18]冯志焱,宋战平,赵治海.湿陷性黄土地基[M].科学出版社,2009:103-113.FENG Zhiyan,SONG Zhan-ping,Zhao Zhihai.Collapsible loess foundation[M].Science Press,2009:103-113.
[19]陈洪凯,唐红梅,王林峰,等.地质灾害理论与控制[M].科学出版社,2011:190-199.CHEN Hongkai,TANG Hongmei,WANG Linfeng,etc.Theories and control of geological disasters[M].Science Press,2011:190-199.
[2]奚家米,杨更社,徐坤.西部地区地质灾害分布规律评价初探[J].西安科技大学学报,2008,03:461-464.XI Jiami,YANG Gengshe,XU kun.Appraise of distribution law of geological disaster in western China[J].Journal of Xi'an University of Science and Technology.
[3]陈志新,袁志辉,彭建兵,等.渭河盆地地裂缝发育基本特征[J].工程地质学报,2007,04:441-447.CHEN Zhixin,YUAN Zhihui,PENG Jianbing,etc.Basic characteristics about ground fractures development of Weihe basin[J].Journal of Engineering Geology,2007,2007:441-447.
[4]彭建兵,苏生瑞.渭河盆地活断层与地质灾害的分维特征[J].西北大学学报(自然科学版),1993,06:555-561.PENG Jianbing,SU Shengrui.Fractal dimensions of active faults and geological hazards in Weihe basin[J].Journal of Northwest University(natural science edition),1993,06:555-561.
[5]李广.渭河盆地地裂缝主要特征和分布规律研究[D].长安大学,2007.LI Guang.Study on the main character and the distribution rule of ground fissures on wei river basin[D].Chang'an University,2007.
[6]燕建龙,文君,盛云鸥,等.浅谈西安地裂缝对建筑物的危害及防治对策[J].岩土工程界,2006,08:77-80.YAN Jianlong,WEN Jun,SHENG Yunou,etc.Discussing on the harm to constructions and controlling measures of xi'an ground fissures[J].Geotechnical Engineering World,2006:77-80.
[7]邓亚虹,彭建兵,李丽,等.渭河盆地基底伸展与地裂缝成因关系探讨[J].工程地质学报,2013,01:92-96.DENG Yahong,PENG Jianbing,Li Li,etc.Causative relationship between stretching and ground fissures formation in weihe basin[J].Journal of Engineering Geology,2013,01:92-96.
[8]武强,陈佩佩.地裂缝灾害研究现状与展望[J].中国地质灾害与防治学报,2003,01:25-30.WU Qiang,CHEN Peipei.Research on state of art and prospect of earth fissures[J].The Chinese Journal of Geological Hazard and Control,2003,01:25-30.
[9]林颂恩,李珍英.对西安地裂缝几个问题的看法[J].勘察科学技术,2006,01:43-47.LIN Song'en,Li Zhenying.Understanding for xi'an ground crack[J].Site Investigation Science and Technology,2006,01:43-47.
[10]王树丰.渭河盆地地裂缝成因机理研究[D].长安大学,2007.WANG Shufeng.The formation mechanism research of ground fissures in weihe basin[D].Chang'an University,2007.
[11]王娟.渭河临潼段与长江宜都段全新世古洪水沉积学对比研究[D].陕西师范大学,2012.WANG Juan.The holocene ancient flood sedimentology study between Lintong period[D],ShaanXi normal University,2012.
[12]文家海,严春风,汪东云.吹填软土的工程性质[J].重庆建筑大学学报,1999,21(2):79-83.WEN Jiahai,YAN Cunfeng,WANG Dong-yun.Engineering properties of saturated dredger soft soil[J].Journal of Chongqing University of Architecture,1999,21(2):79-83.
[13]秦晓栋,薛维俊.湿陷性黄土地基湿陷机理、湿陷性评价及地基处理方法[J].内蒙古石油化工,2009,02:38-40.QIN Xiao-dong,XUE Wei-jun.The collapse mechanism of collapsible loess foundation,evaluation and foundation treatment method[J].Inner Mongolia Petrochemical,2009,11:38-40.
[14]陈书红,武锡荣,程翔.塌岸预测分析与探讨[J].中国水运(下半月),2009,01:199-200.Chen Shuhong.Wu Xi-xiang,ChenXiang.Prediction analysis and discussion of bankcollapse[J]China Water Transport(second half),2009,01:199-200.
[15]西安地裂缝场地勘察与工程设计规范[S].DBJ61-6-2006,2006.Xi'an ground fissures site survey and engineering design specification[S]DBJ61-6-2006200.
[16]潘春娟.西安地裂缝工程灾害机理模式及防治对策研究[D].长安大学,2008.PAN Chunjuan.Study on engineering disaster mechanism mode and countermeasures of ground fissures in xi'an[D].Chang'an University,2008.[
[17]刘志伟,申汝涛.钻孔挤密桩处理强湿陷性黄LIU Zhiwei,SHEN Rutao.Field test on pre-bored compaction lime-soil pile(down-hole dynamic compaction method)to improve serious collapsible loess[J].Rock and Soil Mechanics,2009,S2:339-343.
[18]冯志焱,宋战平,赵治海.湿陷性黄土地基[M].科学出版社,2009:103-113.FENG Zhiyan,SONG Zhan-ping,Zhao Zhihai.Collapsible loess foundation[M].Science Press,2009:103-113.
[19]陈洪凯,唐红梅,王林峰,等.地质灾害理论与控制[M].科学出版社,2011:190-199.CHEN Hongkai,TANG Hongmei,WANG Linfeng,etc.Theories and control of geological disasters[M].Science Press,2011:190-199.
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