基坑变形影响因素与有限元数值模拟

基坑变形影响因素是其变形控制的重要内容之一，在自制深基坑工程变形控制优化设计及其有限元数值模拟系统(SDCDEFEM)的基础上，重点对影响基坑变形的各因素进行了有限元数值模拟分析，并对实测和计算的基坑周边最大沉降、支护结构最大水平位移和坑底最大隆起及其位置进行了统计分析，得出了简明估算基坑最大变形及其位置的统计关系式，提出了经济有效的变形控制对策。     

关于吉林地区挖孔桩设计问题的探讨

探讨了在吉林地区高层建筑中有关桩基规范执行及设计施工过程中常见的问题。通过对不同直径的桩端进入持力层深度的对比 ,明确 2d与 4d的对比要求 ,即持力层厚度的保证比进入持力层深度更重要。针对通长配筋“一通到底”的设计给施工带来的不便及浪费提出了新的建议。通过实践给出“α”角的建议值 ,既能减小扩大桩头斜面上受到卸荷后侧土压力 ,又可减少施工时的坍方。最后对降水及护壁提出了结合实际地质情况的 4种方法。     

评定渗流管涌公式

根据工程实际问题，推导了在江河堤围、深基坑开挖和矿山法地铁开挖三种情况下的评定渗流管涌公式，并指出应根据不同情况选用不同的评定渗流管涌公式，及使用中必须考虑的问题。     

软土深基坑支护技术中的若干土力学问题

评述了软土深基坑支护结构的现有设计方法，分析了墙的刚度和位移对土压力分布的影响，讨论了地下水对侧压力计算的影响、设计参数的测定与选取以及有限元计算中的一些问题，最后对支护结构的安全评价提出了建议。     

一降水工程的施工和从中引出的思考

基坑降水是岩土工程中经常遇到的施工问题。本文展示了一个降水工程实例，从中引伸出本工程尚未遇到而在其他项目中可能会出现并应及时解决的一些技术问题，引起同行的关注与重视。     

Paleolimnological assessment of human impacts in Lake Blanca, SE Uruguay

Paleolimnological techniques were used to assess human impacts onLake Blanca, a small (0.6 km²), coastal fresh waterbodyin southern Uruguay, which is the drinking water source for 100,000 localresidents. We retrieved a core that extends to about 1100 ¹⁴Cyr BP. ²¹⁰Pb ages, organic mater, CO₃, totalcarbon, nutrients, fossil pigments and diatoms allowed us to establishlimnological conditions before and after cultural impacts. Soil removal(1880–1960) and intensive cattle and sheep grazing (1943–1966) ledto gully formation in the catchment. This watershed erosion resulted inincreased sedimentation rates. The aquatic system appeared to be mesotrophicwith dominance of epibenthic diatoms until 1966, at which timeeutrophication intensified with forestry activities. Increases in nutrients, aswell as blooms of planktonic diatoms, were observed. During the last decade,tourist/urban development as well as high drinking water demand caused areduction in lake area. Subsequent marked increases in rainfall led to furtherphytoplankton blooms and macrophyte proliferation.     

拟建深基坑降水试验岩土工程分析

通过对上海轨道交通9号线宜山路车站深基坑降水试验结果分析,得到不同土层受降水影响的岩土工程特征,并对个别土层的实测沉降与由室内试验参数进行估算的沉降进行比较,以获得真实的沉降影响状况,指导深基坑的设计和施工。     

复杂地层暗挖隧道穿越人行天桥施工技术

以正在建设中的北京地铁十号线双井一劲松区间工程暗挖隧道为例，叙述了浅埋隧道穿越人行天桥的施工技术，并通过监控量测对该技术进行了检验。     

Environmental change recorded in sediments from the Marmes rockshelter archaeological site, southeastern Washington state, USA

The Marmes Rockshelter archaeological site in southeastern Washington state contains a > 11 kyr stratigraphic record that was excavated in the 1960s but only recently analyzed in detail. We present the results of physical, chemical, and isotopic analyses of archived Marmes sediments from rockshelter, hillslope, and floodplain locations. Multiple lines of evidence including éboulis production, soil chemistry, and δ¹³C and δ¹⁸O signatures in soil organic matter and calcium carbonate suggest that relatively cool, moist conditions 10,600 to 9700 ¹⁴C yr BP were followed by relatively warm and dry conditions as early as 9000 ¹⁴C yr BP. Warm and dry conditions extended to the late Holocene, followed by a return to cooler and moister climate. The limited range of δ¹³C and δ¹⁸O values in Marmes paleosols suggests that the magnitude of moisture and temperature shifts was locally buffered in the lower Snake River Canyon but adequate to generate significant changes in sedimentation and soil formation, possibly due to nonlinear geological and pedological processes. These buffered canyon environments were well suited for establishing residential bases associated with foraging and logistical collecting strategies and may have minimized the influence of climate changes in food resource abundance.     

深基坑支护的信息化施工

论述了信息化施工技术;在施工过程,将监测数据结合基坑工程的实际情况进行综合分析,利用监测数据进行反馈设计和分析,对后续施工具有实践与理论意义。介绍了某深基坑工程的施工监测,说明了信息化施工的重要性。通过对信息化施工过程中数据的分析、信息归纳和实践经验的总结,对以后类似工程的施工具有一定的参考价值。