首页> 美国卫生研究院文献>other >Research Progress on Expansive Soil Cracks under Changing Environment
【2h】

Research Progress on Expansive Soil Cracks under Changing Environment

机译:环境变化下膨胀土裂缝的研究进展

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

Engineering problems shunned previously rise to the surface gradually with the activities of reforming the natural world in depth, the problem of expansive soil crack under the changing environment becoming a control factor of expansive soil slope stability. The problem of expansive soil crack has gradually become a research hotspot, elaborates the occurrence and development of cracks from the basic properties of expansive soil, and points out the role of controlling the crack of expansive soil strength. We summarize the existing research methods and results of expansive soil crack characteristics. Improving crack measurement and calculation method and researching the crack depth measurement, statistical analysis method, crack depth and surface feature relationship will be the future direction.
机译:随着自然界的深入改造,以前避免的工程问题逐渐浮出水面,在变化的环境下膨胀土的裂缝问题成为膨胀土边坡稳定性的控制因素。膨胀土裂缝问题已逐渐成为研究热点,从膨胀土的基本特性阐述了裂缝的发生和发展,并指出了控制膨胀土强度裂缝的作用。我们总结了膨胀土裂缝特征的现有研究方法和结果。改进裂纹测量与计算方法,研究裂纹深度测量,统计分析方法,裂纹深度与表面特征的关系将是未来的方向。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号