water bearing ground 中文意思是什麼
water bearing ground
解釋
含水地層-
The characteristics of high pressure gyratory sprayed pumping discusses is presented, which is applicable in wide range of scope and ground layers, convenient for construction, long durability, wide source of materials. mechanism for subgrade strengthening : complex foundation of cement solid and earth between piles was formed by pulsant load of flowing pressure and spraying flow, water wallop, cavitation phenomenon, water wedge effect, extrusion force and air flow agitation etc so as to enhance foundation bearing force and reduce settlement and deformation
高壓旋噴注漿技術具有適用范圍、適用地層較廣，施工方便，耐久性好，材料廣闊等特點；其加固地基機理主要是通過流動壓、噴射流的脈動負荷、水塊的沖擊力、空穴現象、水楔效應、擠壓力、氣流攪動等效應形成水泥固結體與樁間土的復合地基，從而提高地基承載力，減少沉降變形。 -
Because there are several periods of tectonic movement and several tectonic zones " development and complex superposition at da gangshan hydropower staion, geological structure in dam area is great complex and water - bearing media has the characteristic if inhomogeneity, which make it difficult to further clarify the burial condition of different bearing aqueous structure and the development of ground water system at the dam area
由於大崗山水電站壩區存在多期次的構造運動以及多個構造帶的共同發育、復合疊加，使得壩區地質構造顯得錯綜復雜以及含水介質的不均一性，使得進一步闡明壩區不同承壓儲水構造埋藏條件和壩區地下水系的發育特點變得很困難。 -
Through field investigation and analysis indoor, with studying all hydrochemistry data in detail, including macro components and micro components, the author finds out the hydrochemistry feature of ground water. for further specifying the ground water system, with cluster analysis of macro components of surface water and ground water in total 147 samples and the analysis of micro components, including ree, the main ground water systems are distinguished by and large, especially the ground water system main of fault no. 7 and fault no. 15 water bearing belts which have differences at macro and micro components between the two ground water systems, moreover, the main hydrogeochemistry effects are established such as lixiviation, oxidization, precipitation and mixing effect, especially the mixing effect which result in the complexit y of the hydrochemistry of deep bearing tectonic fracture water. based on them, the hydro geological model of upper dam base is established, meanwhile the author summarizes the hydrochemistry feature of weathering crevice water, surface tectonic crevice water and deep tectonic crevice water
為此，本文以大崗山壩區水文地球化學問題為研究對象，通過野外調查和室內分析，詳細的研究了壩區水化學資料，包括宏量組分、微量組分，查明了壩區地下水水化學特徵，對採集的147個地表及地下水樣的宏量組分進行聚類分析，結合微量元素，稀土元素的研究，並應用二氧化硅地熱溫標確定了深部構造裂隙水的熱源深度，基本區分了壩區各個主要地下水水系，特別是以f7 、 f15斷裂含水帶為主的地下水系，它們的宏量組分、微量組分以及稀土等方面均存在差異，以此為基礎，結合壩區水文地質條件，建立了壩區的上壩址的水文地質模型，同時通過分析了壩區花崗巖區的水化學資料，確立了壩區主要的水文地球化學作用，分別為：溶濾作用、氧化作用、沉澱作用、以及混合作用，混合作用是導致深部承壓裂隙水水化學復雜的主要原因，並總結了壩區風化裂隙水、淺部構造裂隙水、深部構造裂隙水的水化學特徵。 -
This text handles a tunnel for draining off water in huangjiawangarbage ground, in yichangcities is for the example, intro - ducedthe support techniqueofthe anchored bar, thesprayed concrete associated withthereinforcement matwhich is used in theengineeringconstruction, and pass to monitor, express the support technique can develop to the maximum bearing, and become the passive support becomean active support, so the the support technique guarantees the stabilizationof the tunnel and the normal proceeding of theconstruction with theengineering
摘要以宜昌市黃家灣垃圾處理場排洪洞為例，介紹了錨噴網支護技術在淺埋軟弱圍巖隧洞施工中的應用，並通過監測，表明錨噴網支護能最大限度地發揮圍巖的自承能力、變被動支護為主動支護，從而保證隧洞圍巖的穩定和工程施工正常進行。 -
This paper deals with the water - bearing media and water - bearing quality of the rocks in the damsite, at first, then it concludes two water - bearing space structures, namely, t - shaped and y - shaped structures, after the classification of the different rocks ' water permeability. furthermore. on the basis of the dynamic state of the ground - water and the hydrogeological conditions of this area, the groun - water system of the area has been prelimilarily divided accordingly
本文首先研究了壩址區出露巖體的含水介質和含水性，並對巖體透水性進行了分類，總結出了兩種巖體的含水空間結構，即「 t 」字型與「 y 」字型結構。在此基礎上通過研究地下水的動態，以及水文地質條件對本區的地下水系初步進行了劃分。 -
Considering that the load was added in steps, dynamic design based on in - sile test parameter is an effective and practical method. based on the author ' s experience of djm composite ground engineering, and two projects of highway djm composite ground, it systemically analyzed and summarized the in - site test result as well as the settlement deformation, pore water pressure dissipation, deep horizontal displacement, stress ratio, stress of pile. etc. it also compares the in - site test results of djm composite ground with or without rigid bearing stratum, and draws many practical conclusions
根據筆者多年粉噴樁加固路基工程的經驗，結合兩個高等級道路粉噴樁加固路基工程實例，全面系統地分析和總結了現場試驗路段試驗結果，對攪拌樁復合地基沉降特性、孔壓消散特性、深層水平位移特性、樁土應力比、樁身應變等作了深入細致地分析，對有硬持力層和無硬持力層（浮樁）的粉噴樁復合地基現場試驗結果作了對比，得到了許多有應用價值的結論。 -
Based on the characteristics of development of the ground settlement and the analysis of the regional settlement in shanghai, the exploring 4th deep water - bearing layer is considered as the key factor causing the regional ground settlement in shanghai. 4
研究地面沉降的發育特徵，對上海市地面區域性沉降的原因進行分析，認為開采深層第四承壓含水層是造成上海區域性沉降的原因； 4 -
Taking the factor of ground settlement for exploring different ground water - bearing layers into account, a new viewpoint, the deep water - bearing exploration affects the ground settlement much more than the shallow, is put forward, and think that exploring the deep water - bearing layer can not be used as an efficient method to prevent and cure ground settlement
考慮開采不同含水層對地面沉降的影響，提出深部含水層的開采比淺部含水層影響更大的新觀點，認為開采深部含水層不能作為防治地面沉降的有效措施； 2
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