浅谈江油地区岩溶塌陷形成机理及防治措施

四川省江油地区的岩溶分布较广,形成的地下洞穴,常造成地表建筑物塌陷、水库渗漏、交通损毁,对该地区厂矿建筑、水库坝体、交通线路等构成威胁。研究岩溶塌陷形成机理,对于岩溶塌陷的防治具有重要意义。     

寒区对研究设计施工的影响——第14届寒区工程学术会议综述

由美国土木工程师协会(ASCE)组织召开的寒区工程学术会议是北美寒区岩土工程界最为重要的学术交流会议之一.近年来,参加该会议的北美以外的寒区科研技术人员日渐增多.第14届寒区工程会议于2009年9月在美国Minnesota州Duluth市成功举行.根据本次会议的论文主题,从冻结作用、路面工程、铁路及公路工程以及其它一些方面对会议展示的主要研究进展进行了总结.     

如何减少和解决岩土工程勘察中的问题

在城市化进程进一步加快的过程中,城市基础设施建设项目和高层建筑也随之不断兴建,传统的勘察手段以及传统的工程勘察方法已经显得力不从心,很难满足现代建筑设计的需求,因而许多工程勘察技术缺陷问题迫切的需要找到解决方法。本文通过勘测的实例来说明岩土工程勘测中的问题,以及解决的方法。     

河南省煤系地层地震反射波发育特征

对河南省不同区域的煤系地层反射波发育特点进行分析研究、归类总结和正反演对比,建立了地震波-地质层位的对应关系,有利于解释人员从时间剖面上准确分辨出新生界、煤系地层和煤系基底反射波组,确定煤层反射波及煤层赋存状况,为类似地区的地震资料解释工作提供科学的指导。     

波束角偏差对多波束测量的影响及校正

波束角偏差是影响多波束系统测量精度的因素之一,严重时导致测量的海底地形成凸凹形状的伪地形。论述了波束角偏差产生的原因以及对多波束系统测量精度的影响,介绍了借用EM系列多波束系统配置的横向参数校准软件对波束角偏差进行校正的方法,经实际应用,该方法很好地校正了波束角偏差,提高了测量数据的精度。     

Effects of green space spatial pattern on land surface temperature: Implications for sustainable urban planning and climate change adaptation

The urban heat island (UHI) refers to the phenomenon of higher atmospheric and surface temperatures occurring in urban areas than in the surrounding rural areas. Mitigation of the UHI effects via the configuration of green spaces and sustainable design of urban environments has become an issue of increasing concern under changing climate. In this paper, the effects of the composition and configuration of green space on land surface temperatures (LST) were explored using landscape metrics including percentage of landscape (PLAND), edge density (ED) and patch density (PD). An oasis city of Aksu in Northwestern China was used as a case study. The metrics were calculated by moving window method based on a green space map derived from Landsat Thematic Mapper (TM) imagery, and LST data were retrieved from Landsat TM thermal band. A normalized mutual information measure was employed to investigate the relationship between LST and the spatial pattern of green space. The results showed that while the PLAND is the most important variable that elicits LST dynamics, spatial configuration of green space also has significant effect on LST. Though, the highest normalized mutual information measure was with the PLAND (0.71), it was found that the ED and PD combination is the most deterministic factors of LST than the unique effects of a single variable or the joint effects of PLAND and PD or PLAND and ED. Normalized mutual information measure estimations between LST and PLAND and ED, PLAND and PD and ED and PD were 0.7679, 0.7650 and 0.7832, respectively. A combination of the three factors PLAND, PD and ED explained much of the variance of LST with a normalized mutual information measure of 0.8694. Results from this study can expand our understanding of the relationship between LST and street trees and vegetation, and provide insights for sustainable urban planning and management under changing climate.     

攀枝花市三区地质灾害分布特征及防治

简要论述了攀枝花市三区自然地理、地形地貌、地层岩性、地质构造、地震及新构造运动、岩土体工程地质特征及分布的基础上,统计了攀枝花市三区地质灾害情况,分析了三区地质灾害类型及分布特征,提出了相应的防治原则与对策措施。     

乐山市金口河区地质灾害发育特征及防治建议

乐山市金口河区位于四川省小凉山腹地,是大渡河中下游流域内的典型山区城镇。区内山高谷深,地质条件复杂,崩塌、滑坡、泥石流等地质灾害十分发育。据调查区内共发育地质灾害133处,严重威胁着当地居民的生命财产安全和地方经济发展。实地调查后,查清了金口河区内地质灾害发育特征及对城镇建设的影响,结合调查分析提出了金口河区地质灾害防治建议。     

兰州市地质灾害特征与防治对策研究

从地质环境条件、地质灾害特征和城市发展建设方面,分析兰州市地质灾害的成因。从科学技术和社会管理方面,结合国内外的经验和兰州的实际,提出兰州市地质灾害防治的对策和建议。该研究的突破在于把地质灾害防治的科技支撑与社会管理相结合。     

Reliability analysis of piles in spatially varying soils considering multiple failure modes

In most limit state design codes, the serviceability limit checks for drilled shafts still use deterministic approaches. Moreover, different limit states are usually considered separately. This paper develops a probabilistic framework to assess the serviceability performance with the consideration of soil spatial variability in reliability analysis. Specifically, the performance of a drilled shaft is defined in terms of the vertical settlement, lateral deflection, and angular distortion at the top of the shaft, corresponding to three limit states in the reliability analysis. Failure is defined as the event that the displacements exceed the corresponding tolerable displacements. The spatial variability of soil properties is considered using random field modeling. To illustrate the proposed framework, this study assesses the reliability of each limit state and the system reliability of a numerical example of a drilled shaft. The results show the system reliability should be considered for the serviceability performance. The importance measures of the random variables indicate that the external loads, the performance criteria, the model errors of load transfer curves and soil strength parameter are the most important factors in reliability analysis. Moreover, it is shown that the correlation length and coefficient of variation of soil strength can exert significant impacts on the calculated failure probability.