真空-堆载联合预压处理软基效果的室内试验研究     

魏波  贺怀建 《岩土力学》2003,(Z2)

对甬-台-温高速公路采用真空-堆载联合预压处理软基前后的土样进行了室内试验分析,得出了合理的试验结论,即土的物理性质指标分别得到不同程度的降低,强度指标得到较大的提高。  相似文献   

地质灾害勘查的地球物理方法及其发展趋势   总被引：6，自引：1，他引：6       下载免费PDF全文

郭建强  朱庆俊 《地球学报》2003,24(5):483-486

地质灾害的勘查是地质灾害评估、灾害治理方案设计、防治工程实施的重要保证，其中物探技术可以发挥重要作用。近年来，物探勘探技术在此方面的实验研究工作发展迅速，本文对这种新的应用技术进行了简要的综述，以利于地质灾害勘查工作的进一步发展。  相似文献   

Validation of Landslide Susceptibility Maps; Examples and Applications from a Case Study in Northern Spain   总被引：9，自引：3，他引：9  

Remondo  Juan  González  Alberto  De Terán  José Ramón Díaz  Cendrero  Antonio  Fabbri  Andrea  Chung  Chang-Jo F. 《Natural Hazards》2003,30(3):437-449

A procedure for validating landslide susceptibility maps wasapplied in a study area in northern Spain and the results obtained compared. Validationwas used to carry out sensitivity analysis for individual variables and combinationsof variables. The validity of different map-making methods was tested, as well as theutility of different types of Favourability Functions. The results obtained show thatvalidation is essential to determine the predictive value of susceptibility maps. Italso helps to better select the most suitable function and significant variables, thus improving the efficiency of the mapping process. Validation based on a temporal strategy makes it possible to derive hazard maps from susceptibility maps.  相似文献   

线性综合模型用于崩滑体变形预报的研究     

徐进军 《武汉大学学报(信息科学版)》1997,(4)

综合分析和比较了自回归模型和回归模型的特点，提出了采用线性综合模型来预报崩滑体变形的思想，以弥补自回归模型或回归模型预报的不足。实测资料的处理结果表明，综合线性模型具有特别的适用性。  相似文献   

斜坡失稳时间的协同预测模型     

黄润秋  许强 《山地学报》1997,(1)

斜坡岩体由小变形到大变形乃至滑坡的发生，实质上是由组成斜坡的各子系统协同作用的结果．将协同学引入斜坡的稳定性预测评价中，并提出了一种新的斜坡失稳时间预测模型──协同预测模型．经实例检验，该模型预测精度较高，可用于滑坡的短期或临滑预报．  相似文献   

镇江地区降雨导致滑坡规律统计分析     

燕晓莹  阎长虹  郜泽郑 《高校地质学报》1997,25(5):772

江苏镇江地区地属丘陵地带，近年来由于气候变化，调查资料显示镇江地区短时强降雨或持续时间较长的降雨经常 诱发大量浅层滑坡，降雨是区内滑坡主要影响因素，造成了较大的经济损失。文章通过对镇江地区300多个山体边坡进行 详细现场环境地质调查，结合收集气象资料，对该地区的滑坡与降雨相关参数的关系进行统计分析，得到了降雨量与降雨 持续时间对滑坡数量的变化关系。确定了镇江地区降雨阈值I-D 曲线，并将分析结果与其他地区进行了对比分析，研究成 果可为镇江地区滑坡治理和预警预报提供依据。  相似文献   

滑坡定量预测的非线性理论方法   总被引：19，自引：0，他引：19  

易顺民  晏同珍 《地学前缘》1996,3(1):77-85

滑坡时空预测是当前滑坡研究中的难题，特别是滑坡时间预测工作，其进展缓慢。本文基于非线性科学理论，分析了滑坡活动的分形特征及时间分形预测方法，研究了滑坡空间预测的人工神经网络特征，系统介绍了滑坡时间预测的非线性动力学理论。在此基础上，讨论了滑坡定量预测的发展趋势。  相似文献   

Utilization of lime,slag and fly ash for improvement of a colluvial soil in New South Wales,Australia     

B. Indraratna 《Geotechnical and Geological Engineering》1996,14(3):169-191

In Australia, colluvial soils form large terrains which are often subjected to considerable erosion and mass movement. This study presents a laboratory evaluation of the improvement effected by hydrated lime, milled blast furnace slag and fly ash on a fine grained (erosive) colluvial soil in New South Wales, Australia. Geotechnical tests were conducted to determine the compaction and consolidation characteristics and the compressive and shear strength properties of the blended and natural soil specimens. The effect of these additives on the Atterberg limits and pH levels is also investigated. As large amounts of fly ash and steel slag are produced in New South Wales, it is economically attractive to utilize these industrial by-products for ground improvement rather than employing conventional methods such as lime treatment. This study demonstrates that for the colluvial soil tested, milled slag is the most effective in terms of improving the internal friction angle of the treated soil, while lime is the most suitable for achieving the optimum compressive strength. Non-pozzolanic fly ash is found to be inappropriate as a soil improving agent. The cost of ground treatment using the various additives is also estimated and compared.  相似文献   

Geotechnical study of landslides resulting from a highway construction in Jordan   总被引：1，自引：0，他引：1  

Abdallah I. Husein Malkawi  Salah A. Taqieddin 《Natural Hazards》1996,13(1):1-15

Landslides in Jordan have caused numerous problems during the past 40 years. The most critical slides occurred during the period of 1991/1992 after exceptional heavy rain and snowfall. Many disastrous landslides occurred along the newly reconstructed international highway that links Amman, Jerash and Irbid. Causes for these slides are attributed mainly to the lack of a comprehensive overview and geotechnical understanding of the problem.Many investigators have been interested in this problem of finding an adequate solution to such landslides in Jordan either by using theoretical analysis or by using computer software to solve the slope instability problems. A detailed study was conducted at the Jordan University of Science and Technology to investigate the potential causes and measures for this problem. Seven landslides along the mountainous section of this international highway were reviewed. One of these landslides was thoroughly investigated using a three-dimensional computer program called JUST-SLOPE introduced at the Jordan University of Science and Technology campus. Results of this study indicate that landslides at this site could have been predicted had this technique been applied prior to the occurrence of this slide.  相似文献   

金银寨铀矿的土溶滑坡及其防治初探     

李更兴 《岩土力学》1997,18(3):60-63

根据金银寨铀矿岩层裂隙发育，地表降水形成土溶滑坡的特征，采用水泥煤粉注浆加固，使边坡保持稳定。  相似文献