Research on risk early warning for rainfall-induced shallow landslides in Guangdong Province based on a dynamic slope instability model [PDF]
In light of the accuracy and model construction challenges in county-level meteorological risk early warning for geo-hazards, and considering the prominent characteristics that these geo-hazards mainly occur on the shallow surface of residual slopes, the
Pingxin WEI +5 more
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Review of 70 years’ achievements and high-quality development architecture system of surface coal mining in China [PDF]
As an important component of China’s coal industry, surface coal mines have the advantages of large production capacity, low mining costs, and great safety conditions.
Qingxiang CAI, Yanlong CHEN
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Shuitu Baochi Xuebao, 2021 为了系统性研究灌木植物根系的固土力学效应，探讨土体对根系的摩阻特性，以4种不同土壤粒径（原级配，1.0~2.0，0.5~1.0，
郭欢 +4 more
doaj
Study on the stability evaluation method of fuzzy mathematical landslide improved by entropy weight method [PDF]
Landslide are one of the most common types of geological disasters in China, posing a serious threat to the safety of people's lives and properties due to their propensity and frequency.
Chen XUE +5 more
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Shuitu Baochi Xuebao, 2019 高速公路建设等活动产生了大量的裸露岩质边坡。随着环保观念的逐渐普及和增强，人们对生态环境保护的要求越来越高，岩质边坡植被护坡技术已成为了工程建设技术的一个重要组成部分，并已取得了很多研究成果。首先分析了岩质边坡植被恢复的特点，然后从植被护坡技术应用、植物的选择和配置、生态基材的配比和特性、植被护坡机制和植被恢复效果评价5个方面对中国岩质边坡植被护坡技术的研究进行总结和概述，在此基础上，从特殊生境条件下的高陡岩质边坡植被护坡技术研发、岩质坡面-基材-根系的相互作用机理及整体力学稳定性 ...
张家明 +4 more
doaj
Experimental Study on Static and Dynamic Characteristics of Residual Soil and Improved Soil in One Site in Zhangzhou Developing Zone [PDF]
, 2012 论文以残积土及其改良土的静、动力特性试验研究为主题，选取漳州开发区某工地残积土为试样，利用无侧限压缩仪、静三轴仪和动三轴仪为主要试验设备，测试试样的静力特性和动力反应，从而研究含水率、水泥掺入量等因素对残积土及其改良土的静、动力特性的影响。主要研究内容如下： （1）制备不同含水率和不同水泥掺入量的土样，进行无侧限抗压强度试验，测定其应力—应变曲线，通过试验结果分析，研究试样极限抗压强度随含水率、水泥掺入量变化关系。 （2）进行静三轴固结不排水试验，测定不同含水率和不同水泥掺入量的土样的应力—应变曲线 ...
朱梦芸
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Research progress on the application and development of the material point method in dynamic simulation of geological hazards [PDF]
Numerical simulation is commonly used to address large deformation geological disasters such as collapses, landslides, and debris flows. Accurately and efficiently simulating these issues has always been a challenge.
Bin LI +4 more
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Dizhen xuebao基于西吉、海原和固原的野外调查资料建立了典型斜坡场地概化数值模型，通过选择合理动力人工边界，探究地震动频谱特性对黄土斜坡地震响应的影响。结果表明：① 斜坡加速度受地震动输入频率影响较大，在输入不同频率地震动时，不同监测点加速度峰值放大系数呈现不同变化趋势，同时，速度和位移受地震动输入频率影响较大，各监测点的峰值速度和峰值位移随频率的变化趋势一致；② 低频是诱发斜坡失稳的关键频段，高频振动下斜坡不易发生失稳破坏，斜坡对低频地震波存在放大作用，对高频地震波具有一定的“滤波”作用；③ 随着高程的增加 ...
Xuechen Sun +5 more
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Mechanism and control of slope instability slip induced by overburden migration in side coal mining [PDF]
Due to multiple factors, open pit mining will form a large amount of trapped coal on the side wall. With the end of internal discharge and reclamation, these trapped resources will be permanently lost, resulting in great waste.
Chuangye WANG +3 more
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Analysis on kinematic behavior of potential large-scale rockfall in the Tanbu limestone open-pit mine in Guangzhou City, Guangdong Province [PDF]
The Tanbu limestone mine in Guangzhou has been in operation for over 30 years, resulting in the formation of a series of terraced slopes, with the highest reaching approximately 195 m.
Jianjun ZHAO
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