格栅结构复合地基的应用研究

格栅结构复合地基是一种有侧限结构复合地基。通过载荷试验和相关测试研究表明:格栅结构的侧向变形受到相邻桩的限制,侧向变形减少;格栅内的地基土没有侧向位移;地基土内有应力集中和应力分担比增加的规律。     

Einflußfaktoren auf die Freisetzung von DOC und AOX unter ehemaligen Abwasserversickerungsflächen

Factors Influencing the Release of DOC and AOX out of Former Wastewater Infiltration Soils The influence of soil and of infiltration water quality on the release of dissolved organic carbon (DOC) and adsorbable organic halogens (AOX) from two former wastewater infiltration sites was investigated in laboratory column studies. Desorption was the most important factor influencing release processes. It depends on the amount of sorbent and sorbate and the strength of binding. Therefore, for constant irrigation rates a higher soil organic carbon content coincided with higher DOC-contents of the column effluent, while the irrigation water quality was of minor importance. Within one system the dependencies of AOX release and DOC mobilization were found to be similar. Transferring these dependencies on other systems has its limitations because of a different binding quality between sorbent and sorbate.     

Comparison of 24 h and Long-term pHstat Leaching Tests for Heavy Metal Mobilization from Solid Matrices

The dynamic leaching behaviour of environmentally relevant heavy metals makes it difficult to fix a suitable elution time of leaching tests. With ten different solid materials which were characterized by wavelength-dispersive X-ray fluorescence analysis and by the determination of aqua regia soluble amounts of heavy metals we performed 24 h and long-term leaching tests using the pH_stat procedure at pH 4 to be able to compare the resulting acid neutralization capacities (ANC) and heavy metal mobilization. This comparison demonstrates firstly the limitations in predicting the extent of heavy metal release after a longer (geological) time period only from the leached amounts after 24 hours and the ratio of the ANC values measured in the 24 h test and in a long-term experiment, respectively. Secondly, the effect of elution time on the leachability is not uniform but element specific and matrix dependent. Hence, the pH_stat leaching test performed in the usual manner does not seem to be suitable particularly for assessing long-term mobilization of heavy metals under acidic conditions. Additional experiments under variation of shaking frequency and time clearly demonstrate the dominant influence of the first parameter on the resulting ANC and support the necessity of further studies to optimize the pH_stat leaching procedure before the test can be recommended in regulations for environmental protection.     

INFLUENCE OF BUILDING EXISTENCE ON SEISMIC LIQUEFACTION OF SUBSOILS

A new simplified method is presented to evaluate seismic liquefaction potential of subsoils of buildings. Based on a review of the limited number of publications so far available, dealing with the related theme, the authors have devised the method in such a way that it is simple to handle and has clear physical insight and sufficient engineering accuracy, by taking advantage of Seed's simplified method for free ground sites and of the cone model concept well developed by Meek and Wolf in dynamics in recent years as well as by some American and German scholars in soil statics early since the 1930s. A simple example showed the reasonableness and tendency in good accord with the results of small model tests and of finite element analyses. Therefore, it would have a broad prospect of engineering application. © 1997 by John Wiley & Sons, Ltd.     

淮河流域南部丘陵森林地区土壤-植被-大气相互作用:长期野外试验观测的初步分析

本文简要介绍了包括三部分观测的安徽淮南长期野外试验观测站,特别是土壤-植被-大气的集中观测,对小塔运行前三个月(2018年6月至8月)的数据,并结合同一时段大塔获得的数据,进行了初步分析.结果表明这些资料有合理的变化特征,日变化和夏季值特征显著,各月份间气象变化有明显差异.土壤水分和温度受降雨影响,在不同的下垫面条件下...     

黄土场地地震液化研究

通过往返加荷动三轴试验,对兰州某民用机场扩建工程场地的饱和黄土和砂土进行了液化试验。在试验结果的基础上,运用抗液化剪应力判别方法、地震危险性分析计算结果以及根据有限元一维模型计算求得的该场地的地震剪应力,对该场地饱和黄土和砂土的地震液化进行了综合判断。结果表明,在未来遭受到50年10％超越概率的地震作用时,该场地的饱和黄土比饱和砂土更容易发生液化。     

土钉与复合土钉支护结构数值模拟对比分析

近几年来,复合土钉支护结构广泛应用于深基坑支护中。本文对一工程实例用SnEpFem土钉墙有限元数值分析软件,对土钉和预应力锚杆+土钉、微型桩+土钉、微型桩+预应力锚杆+土钉3种复合土钉支护结构的工作机制进行数值模拟,对比分析4种支护结构的坡面水平位移、坡顶沉降和沉降范围、坑底隆起、张拉区和塑性区范围等特点,发现:(1)与单纯土钉支护相比,复合土钉支护可以有效控制边坡变形,缩小边坡张拉区和塑性区范围,对提高边坡的稳定有利。(2)设置微型桩对坡面水平位移的控制比施加预应力的效果更好。(3)设置微型桩可以有效控制坡顶沉降,而施加预应力对坡顶沉降的影响很小。(4)4种支护结构对坑底隆起的影响趋势是一致的,量值变化很小。经过对比分析,在这一工程地质和水文地质条件下,最可靠的复合土钉支护结构是微型桩+预应力锚杆+土钉支护结构,该支护结构的变形、沉降以及张拉区和塑性区范围都是最小的,是最优的设计结构。     

考虑非饱和粘性土含水量变化的地铁隧道围岩土体稳定性分析

含水量是非饱和土力学性质的重要控制因素,非饱和粘性土是北京地铁苏州街车站隧道的主要围岩土体类型,应用钻孔取样的方法取得隧道周边区域内的土体系统样本,通过三轴试验和含水量测试建立了非饱和粘性土围岩的变形和强度参数与含水量的相关性,进而明确了该工程场地非饱和粘性土的主要参数与含水量的关系,以此为基础确定了工程场地不同区域的土体力学参数,通过有限元数值分析方法研究了施工过程中的围岩土体稳定性与地表沉降量,明确了考虑土体含水量变化条件下的隧道开挖施工过程中的围岩土体稳定性状况。     

砂土自由场地震响应的离心机试验研究

离心机模型试验是研究岩土地震工程问题的有效手段。本文使用层状剪切箱,通过干落法制备了均匀的砂土模型,进行了离心机振动试验;观测了振动过程中孔隙水压力的发展,土体的加速度响应、侧向变形以及竖向沉降。结果表明,土体的运动和变形与孔隙水压力的发展密切相关,但离心机中的试验现象和现场观测的现象存在显著区别。研究结果增强了对振动过程中土-水之间相互作用机理的理解,同时为自由场地震响应分析方法的验证提供了基础数据。     

工程活动对寒区的影响及其在寒区分类研究

寒区冻土环境与人类活动联系越来越紧密,人类工程活动已逐渐成为影响冻土及其生态环境的重要因素,是导致冻融灾害的主要因素。本文定性地讨论了人类工程活动对冻土及环境变化的影响,并提出了对冻土工程活动进行分类的思想,并给出一种分类方法。