贵州省大方县五凤井田水文地质特征初探     

向国灿 《中国煤炭地质》2008,20(4):49-52

五风井田位于贵州省大方县城东侧,面积89.22km^2,含煤地层为二叠系上统龙潭组,主要可采煤层为6中、26、33号煤层,煤炭总资源量26 130万t。井田内主要含水层为三叠系茅草铺组岩溶溶洞含水层（T1m）,夜郎组玉龙山灰岩岩溶裂隙含水层T1y2）,二叠系中统长兴组岩溶裂隙含水层（P3c）、茅口组岩溶溶洞-暗河含水层（P2m）。矿床属于以岩溶充水为主,水文地质条件中等的矿床。井田的充水水源为地表水、地下水和小煤矿、采空区的老窑积水,充水通道为断裂破碎带及采矿冒落裂隙带。  相似文献   

A new concept of pedogenic nodule formation in landscapes of the Russian Far East     

V. I. Roslikova 《Russian Journal of Pacific Geology》2008,2(4):370-376

The typification of ferromanganese nodules (FMN) formed in subaqueous and subaerial settings and in residual materials, as well as FMN localization in various sediments and soils, is discussed. The genetic diversity of morphologically similar FMN and the transformation of FMN-bearing complexes with changes in landscapes have been established.  相似文献   

New basis for the constitutive modelling of aggregated soils   总被引：1，自引：1，他引：0  

Azad Koliji  Laurent Vulliet  Lyesse Laloui 《Acta Geotechnica》2008,3(1):61-69

Natural and compacted soils are usually characterized by aggregation of particles. The mechanical behaviour of these materials depends on soil structure. The oedometric compression tests performed on aggregated samples presented here showed that these materials exhibit a yield limit depending not only on stress history and stress state but also on soil structure. Evidence is provided using the neutron tomography technique. These results revealed that soil structure modification occurs together with plastic deformations. The experimental results are used to propose a new state parameter to quantify the soil structure. Based on pore-scale experimental observations, an evolution law for this parameter is proposed as a function of associated plastic strains. Considering both soil fabric and inter-particle bonding effects, a new yield limit depending on stress state, stress history and soil structure is introduced for the aggregated soils. Accordingly, a new constitutive framework consistent with strain hardening plasticity is proposed to consider soil structure effects in the modelling of aggregated soils.  相似文献   

Changing grading of soil: effect on critical states   总被引：6，自引：3，他引：3  

David Muir Wood  Kenichi Maeda 《Acta Geotechnica》2008,3(1):3-14

Examples of situations are presented where the grading of a soil changes during its lifetime either by crushing of particles leading to an increase of fine material or by slow transport of fine particles with seepage leading to a decrease of fine material. Such grading changes influence the basic constitutive properties of the soil, in particular properties such as critical states which are dependent on the available range of densities of packing. Discrete element modelling is used to show the dependence of critical state conditions on grading and the way in which the particle assembly seeks out new critical state conditions as the grading changes.  相似文献   

RATIONAL UTILIZATION OF MOUNTAIN SOILS IN SOUTHEAST QINGHAI-XIZANG (TIBETAN)PLATEAU     

Li Mingsen 《地理学报(英文版)》1996,(4)

ISoil-fo~gEnvironmentandMainSoilTrocsThesoLItheastQinghai-Xizang(Tibetan)PlateauwheretheHengduanMoUnains,eastempartoftheThmalayanandNyainqentanglhamoUnainsarelocatedextendsfrom25'to34"Nand92'to1O5'Ewithanareaof5OO,OOOkm',oraboutone-fiffooftheentireQinghai-XiZangPlateau.ItisatransitionalzoneofdeePdisseCtedmoUntainseXtendingsoutheastWardpenpherallowlandsandwichedin-betWeenSichuanBasinandcentralYunnanPlateau.Whletheterrainofthesmponinclinestosoutheast,thealtitudeofthevaIleysraises…  相似文献   

陆丰南地区断拗转换界面厘定及其地质意义     

阙晓铭  雷永昌  张向涛  邱欣卫 《地质学报》2022,96(11):3943-3954

珠江口盆地经历裂陷阶段向拗陷阶段的转变，同期沉积地层记录了该构造变革和沉积演化过程，为厘定断拗转换界面提供了可能。基于地震反射、沉积旋回特征，识别出陆丰南地区恩平组内部存在全区可追踪对比的构造沉积转换面——T72界面，也是区分上下恩平组界面。对陆丰13洼洼间隆钻井LFA开展上下恩平组碎屑锆石U- Pb 定年、重矿物组分、元素分析，提出恩平组T72界面上下地层物源体系发生转变。结合区域沉积充填特征，表明陆丰南地区T72界面为断- 拗转换界面。具体表现为：下恩平组沉积期湖盆继承文昌期裂陷盆地特征，湖盆水体较深，物源主要为盆地内部的中生代基底凸起，沉积层序明显受盆内低凸起控制，在盆内低凸起四周发育一系列近源的辫状河三角洲，井区主要接受来自惠陆低凸起物源;上恩平组沉积期间，湖盆进入断拗过渡期，湖盆扩大、水体变浅，盆内低凸起四周的断裂活动减弱，沉积层序逐渐向盆内低凸起超覆，盆外太古宙—古生代物源组分供给不断加强，近源的三角洲砂体逐渐向远源的浅水三角洲砂体转化，同时发育宽广的滨浅湖环境，原供给物源的惠陆低凸起为水体淹没，井区接受了北部隆起外的物源。  相似文献   

施工顺序对软土地坪复合地基的影响探讨     

魏海涛  蔡智 《岩土工程技术》2021,(1)

场地回填土与搅拌桩施工顺序将直接影响软土地坪复合地基的处理效果,其中沉降控制是影响地坪安全运行的关键。以近海软土地区工业厂房水泥土搅拌桩复合地基工程为例,探讨了复合地基水泥土搅拌桩、回填土两种不同施工顺序的影响因素及相应处理效果;通过数值模拟试验,计算分析了不同填土厚度下两种工况的地基固结总沉降、施工沉降、工后沉降。结果表明,采用“先土后桩”的施工顺序的施工期沉降大于“先桩后土”,但工后沉降大大减小,提高了软土地坪地基处理效果,有利于处理后地坪的安全运行,验证了前述分析结论,为合理设计方案的确定提供了重要的参考依据。  相似文献   

船式支护在基坑中的应用     

何世达  徐忠  李燕枫 《岩土工程技术》2021,(1)

在深厚软土地区的基坑,对基坑底软土进行搅拌加固形成强度较高的底板而保证坑底稳定,侧壁采用支护桩支护保证侧壁的稳定使其不倾倒,支护桩与加固底板两者共同作用形成的船状结构支护体系类似轮船的船侧壁及船底板,以保证基坑的稳定。结合具体的工程实例,介绍了船式支护的侧壁及底板的设计方法。工程案例成功实施,监测结果表明,船式支护既可避免支护桩嵌固深度过长,又利于软土的土方施工及工程桩的保护,是安全可靠的,对类似工程有一定的参考意义。  相似文献   

用气象站地温资料计算多年平均土壤热流的初步结果   总被引：11，自引：3，他引：8  

董文杰  汤懋苍 《高原气象》1992,11(2):115-125

  相似文献   

饱和软土压缩曲线的“反常”现象     

冯铭璋  王兴涛 《上海国土资源》1990,(3):30-37

饱和软土压缩试验时,经常出现压缩曲线“反常”、压缩系数“倒大”的现象。它是土的原始结构发生破坏前后的不同压缩性的客观反映。饱和软土的结构力很微弱,唯质量好的原状土才能见到这种“反常”。应从成孔、取样、测试及资料整理等多个环节保证其工程意义。  相似文献