中国西部道路交通开发的地质环境及可行性认识

宏观上论述了我国西部道路交通开发中地质环境基本特点、主要工程地质问题及工程可行性,并着重指出,地形复杂、地壳强活动、滑坡泥石流、冻土和风沙等灾害构成了交通开发中施工、养护的突出问题,部分干旱区水源匮乏矛盾尤为突出,但工程地质环境仍具可选择的条件。     

河南省黄河中游水土流失区林业重点治理工程可行性研究

从项目建设的必要性和紧迫性、建设内容、效益分析等方面论证了项目的可行性。项目规划营造林３８．９万ｈｍ２,总投资１２．７７亿元。经测算,项目实施后,生态、社会、经济效益分别为４４．１７,１８．９５,１０３．７５亿元,综合效益达１６６．８７亿元,而且使项目区的水土流失基本得到控制,生态环境得到根本改善,抗御自然灾害的能力提高     

姚楼井田B煤防水煤岩柱留设研究

根据姚楼井田地质勘探所取得的资料,分析了Ｂ煤开采上覆岩土层的水文地质结构及工程地质特征,对该井田厚松散层含水层下近露头带开采的防水煤岩柱尺寸作出了评价,为开采设计提供了初步依据。     

Problems in the calibration of an acoustic device for the observation of bedload transport

Developments in theoretical and empirical modelling of bedload transport processes are hindered by the lack of an adequate data base for testing or establishing the models. Conventional methods of measuring bedload transport rates fail to provide the necessary continuous or frequent record of variations at a single section. Acoustic techniques have the potential to overcome this deficiency, but their application has been very limited. Some of the problems of calibrating an acoustic device in the field and in a laboratory flume are discussed, and a possible circuit design described which might minimize calibration difficulties by automatically subtracting the noise generated by flow turbulence.     

Rainfall,runoff and shallow groundwater response in a mixed-use,agro-forested watershed of the northeast,USA

Stream and shallow groundwater responses to rainfall are characterized by high spatial variability, but hydrologic response variability across small, agro-forested sub-catchments remains poorly understood. Conceivably, improved understanding in this regard will result in agricultural practices that more effectively limit nutrient runoff, erosion, and pollutant transport. Terrestrial hydrologic response approaches can provide valuable information on stream-aquifer connectivity in these mixed-use watersheds. A study was implemented, including eight stream and co-located shallow groundwater monitoring sites, in a small sub-catchment of the Chesapeake Bay watershed in the Northeast, USA to advance this ongoing need. During the study period, 100 precipitation-receiving days (i.e., 24-hour periods, midnight to midnight) were observed. On average, the groundwater table responded more to precipitation than stream stage (level change of 0.03 vs. 0.01 m and rainfall-normalized level change estimate of 3.81 vs. 3.37). Median stream stage responses, groundwater table responses, and response ratios were significantly different between sub-catchments (n = 8; p < 0.001). Study area average precipitation thresholds for runoff and shallow groundwater flow were 2.8 and 0.6 cm, respectively. Individual sub-catchment thresholds ranged from 0.5 to 2.8 cm for runoff and 0.2 to 1.3 cm for shallow groundwater flow. Normalized response lag times between the stream and shallow groundwater ranged from −0.50 to 3.90 s·cm⁻¹, indicating that stormflow in one stream section was regulated by groundwater flow during the period of study. The observed differences in hydrologic responses to precipitation advance future modelling efforts by providing examples of how terrestrial groundwater response methods can be used to investigate sub-catchment spatial variability in stream-aquifer gradients with co-located shallow groundwater and stream stage data. Additionally, results demonstrate asynchronous stream and shallow groundwater responses on precipitation-receiving days, which may hold important implications for modelling hydrologic and biogeochemical fate and transport processes in small, agro-forested catchments.     

商河县馆陶组热储地热尾水回灌可行性研究

从回灌热储层条件、动力场特征、水化学及库容条件等方面,研究了商河县地热回灌地质条件。结合区内地热资源开发利用现状与回灌工程技术条件,对商河县地热尾水回灌的可行性进行了研究,认为在现有条件下,可逐步推行地热尾水回灌。     

甲烷水合物在人工毛细管沉积物柱中的形成和分解

天然气水合物在海底的形成与沉积物性质密切相关,沉积物的粒度、孔隙度、矿物组成等都可以影响到水合物的成核生长。通过拉曼测试和显微镜下观察人工毛细管模拟沉积物中CH4水合物的形成和分解过程,实验发现无论是在气液界面还是在溶有过饱和CH4的流体内,水合物都能够成核形成,但水合物更容易在气液和固液界面成核,并迅速生长;水合物在较大粒径石英砂(39~53μm)形成的孔隙内的成核机会比在粘土粒级的砂粒孔隙中的机会更大;水合物晶体主要呈发丝状附着于沉积物颗粒表面。     

Influences of overburden pressure and soil dilation on soil nail pull-out resistance

Soil nailing is the most popular technique for stabilizing newly formed and existing sub-standard slopes in Hong Kong because of its economic and technical advantages. The nail–soil interface shear resistance is an important parameter in design of soil nailed structures. A three-dimensional finite element model was established and used for simulating soil nail pull-out tests. The finite element model was verified by comparing simulated results with measured data. The agreement between the experimental and simulated results in terms of both average pull-out shear stress and stress variation was very good. Using this finite element model, a parametric study was carried out to study the influences of the overburden pressure and soil dilation angle on the soil nail pull-out resistance. The simulated peak pull-out resistance was not directly related to the overburden pressure, which was coincident with the observations in laboratory pull-out tests. The simulated pull-out resistance increased significantly with the increase in dilation angle of the shearing zone. This analysis indicated that the constrained dilatancy of the nail–soil interface and the soil surrounding the nail contributed a lot to the development of peak pull-out resistance.     

近地铁结构地连墙施工技术可行性分析与应用

随着城市经济建设的飞速发展,城市地下空间开发项目日益增多。工程施工中经常遇到紧邻地下建筑物进行开挖、钻进等情况,特别是地下连续墙这样较大面积深层开挖的工法,势必会对原有地下建筑造成一定影响,稍有不慎,便会造成安全质量事故。结合工程实例,简要介绍了地下连续墙在上海市某紧邻地铁结构基坑工程中的应用。通过可行性分析,采取相关的施工过程控制措施使其在施工过程中对地铁结构的变形影响达到最小,实践证明了该法对同类复杂工程的适应性。     

立足国内保障国家铁矿资源需求的可行性分析

中国铁矿成矿地质条件有利,铁矿床类型齐全,以沉积变质型、岩浆型铁矿成矿潜力最大,但品位较低;矽卡岩型和火山岩型铁矿规模较小,但富矿较多;沉积型铁矿多为难选冶的铁矿,风化淋滤型铁矿的成矿潜力很小。全国已查明的铁矿资源储量丰富,多属易选铁矿石类型,多分布于东部铁矿生产基地及其附近,如果铁矿石50%立足国内供应,则基础储量可以保障供应超过10年,还有大量资源量可以转化为基础储量,延长保障年限。中国还有大量铁矿点、矿化点有待进一步评价,有大量磁异常有待查证,已知铁矿区的深边部近年来找矿不断取得突破,西部地区铁矿进一步找矿的潜力巨大,具有立足国内长期保障铁矿资源供应的潜力。