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Volume 37 Issue 3
Dec.  2014
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Article Contents
Ding Zhenzhou, Zheng Yingren, Wang Jinlin, Li Lisheng. COMPREHENSIVE TREATMENT TECHNIQUE OF A CUT SLOPE IN EXPANSIVE SOILS AREA[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 60-65. doi: 10.13204/j.gyjz200703016
Citation: Ding Zhenzhou, Zheng Yingren, Wang Jinlin, Li Lisheng. COMPREHENSIVE TREATMENT TECHNIQUE OF A CUT SLOPE IN EXPANSIVE SOILS AREA[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 60-65. doi: 10.13204/j.gyjz200703016

COMPREHENSIVE TREATMENT TECHNIQUE OF A CUT SLOPE IN EXPANSIVE SOILS AREA

doi: 10.13204/j.gyjz200703016
  • Received Date: 2006-07-18
  • Publish Date: 2007-03-20
  • The relative researches are carried out with a case of cut slope treatment engineering of expansive soils. It isinvolved that the shoring idea of expansive soils slope, the strength value of expansive soils, the slope stability analysis andits optimizing design, the technics of anchor bar with expanding root and its test study, the protection of sloping surface, andso on. And the anchor bar with expanding root test study indicated in expansive soils area that anchorage forces of theexpanding roots are not obviously different from the those of non_expanding roots when the tests has been done beforeraining, but after raining the non_expanding roots. anchorage force will decrease to a large extent but the expanding roots.decreasing extent is little. Such data indicates that the applications of anchored bars with expanding roots in expansive soilsare successful.
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  • 廖世文. 膨胀土与铁路工程[M].北京:中国铁道出版社,1984.
    包承纲. 非饱和土的性状及膨胀土边坡稳定性分析[J].岩土工程学报,2004,(01):1-15.
    刘松玉,季鹏,方磊. 击实膨胀土的循环膨胀特性研究[J].岩土工程学报,1999,(01):9-13.
    王文生,谢永利,梁军林. 膨胀土路堑边坡的破坏形式和稳定性[J].长安大学学报(自然科学版),2005,(01):20-24.
    计雅筠,张季历. 膨胀土路堑边坡整治理方法研究[J].西铁科技,1993,(03):1-5.
    JTGD 30-2004.公路路基设计规范[S].
    TB 10035-2002.铁路特殊路基设计规范[S].
    廖济川. 膨胀土抗剪强度的研究概况[A].成都:西南交通大学出版社,1990.
    赵尚毅. 有限元强度折减法及其在土坡与岩坡中的应用[D].重庆:后勤工程学院,2004.
    郑颖人,沈珠江,龚晓南. 岩土塑性力学原理[M].北京:中国建筑工业出版社,2002.
    徐干成,郑颖人. 岩土工程中屈服准则应用的研究[J].岩土工程学报,1990,(02):93-99.
    龚晓南. 土工计算机分析[M].北京:中国建筑工业出版社,2000.
    张鲁渝,时卫民,郑颖人. 平面应变条件下土坡稳定有限元分析[J].岩土工程学报,2002,(04):487-490.
    程良奎,张作楣,杨志银. 岩土加固实用技术[M].北京:地震出版社,1994.
    张公政. MRA-2型锚杆扩底钻头的研制[J].探矿工程-岩土钻掘工程,1997,(zk):75-76.
    耿卫红,罗春华. 岩土锚固技术及其应用[J].探矿工程-岩土钻掘工程,1997,(04):8-10.
    张乐文,刘传波. 新型锚杆及岩土锚固新技术[J].公路交通科技,2004,(07):26-29.
    童吉元,王靖涛. 土层锚杆技术问题探讨[J].土工基础,2004,(01):41-43.
    吴俐萍,梁文洲. 永久性锚杆在膨胀土中的应用[J].广西城镇建设,2004,(12):20-21.
    刘克文,吴蔚. 对发展我国岩土锚固的几点意见[J].西部探矿工程,2005,(10).
    张贵忠. 铁路绿色通道喷射混凝土植生技术[J].西北水资源与水工程,2003,(04):33-36.
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