groundsill 中文意思是什麼

This paper has described the authors experience acquired in applying the ground - penetrating radar, rayleigh wave and dpt to examining weak groundsill in the subway tunnel, and also discussed the application conditions of these means as well as their merits and shortcoming

摘要介紹了在地鐵隧道工程建設中使用探地雷達與瑞雷波法結合輕便動力觸探技術檢測軟弱地基的經驗和幾點認識，並討論了該勘察方法的應用條件和優點。

Course design of groundsill basis

地基基礎課程設計

Application of cement mixed pile on reinforcement of some highway bridge abutment groundsill

水泥土攪拌法在加固某公路橋臺地基中的應用

Discussion on the plastic drain slab in dealing with engineering quality of soft soil groundsill

塑料排水板處理軟土地基的工程質量監理措施的探討

In the paper, based on the winkler ' s hypothesis, discuss the groundsill ' s internal forces

對地梁的內力計算提出按winkler彈性地基梁理論進行分析。

Three parts, upper structure, groundsill and foundation in high - rise buildings are in a full system with interaction

高層建築的上部結構、地基、基礎處於一個共同作用的完整系統中。

The engineering characters of newly sedimentary silt and it ' s groundsill bear capacity in new campus of southwest university of science and technology

西南科技大學新建校區新近沉積粉土的工程地質性質及其承載力評價

The results from this paper will permit one to predict by a fire - new and full - scale point of view the problem of interaction of the upper structure, groundsill and foundation in high - rise buildings

本研究的結果將使人們站在一個嶄新的、全面的角度來看待高層建築的上部結構、地基、基礎共同作用的問題。

To the crib groundsill, used the method of neglect the torsion effect and take it as a vane grillage foundation. then, divide the crib groundsill to vertical and horizontal beams, which are based on elastic ground

對框架型地梁按不考慮扭矩條件下的變形協調十字交叉梁法進行受力分配，拆解為單根地梁，按單梁方法進行計算。

Rayleigh wave exploration is a new seismic exploration method for low layer in these years rised. the method applies to many aspects widely, such as engineering prospecting, rock - soil engineering, evaluating groundsill

瑞雷面波勘探是近年來興起的一種新的淺層地震勘探方法，廣泛應用於工程勘探、巖土工程以及地基評估等方面。

The structure of prestressed anchor - rope and groundsill is one of the most effective sheathing works, it is used wildly in some slop protection works. the structure is made up of prestressed anchor - rope and groundsill. the combined structure can utilize the latent energy of rock or soil mass

預應力錨索地梁結構是一種極其有效且正推廣應用於各工程部門的支擋防護體系。該結構由預應力錨索和地梁共同組成。

For the first time, based on frame structure with large thick raft plinth and many engineering examples, analytic method of interaction that means the analysis on three parts above as a whole with a full consideration of interaction thereof that met the need of the deformation correspond on the boundary was used to research on the interaction of structure and groundsill in this paper. and five models were adopted, which were : ( 1 ) a tube with symmetrical double - axis structure and symmetrical loads, ( 2 ) two tubes with symmetrical double - axis structure and symmetrical loads, and ( 3 ) a tube with symmetrical single - axis structure and symmetrical loads, and ( 4 ) two tubes with symmetrical double - axis structure and unsymmetrical loads, and ( 5 ) two tubes with unsymmetrical structure and loads. based on the middle - thick slab theory from mindli and the model for groundsill from winkle, the deformation character of raft foundation and the distributing rule for resisting force of fundus were studied in details by using b ig - style fem ( finite element member ) software, ansys

本文結合了大量的工程實例，以大底盤框架厚筏結構形式為研究對象，針對單個和多個塔樓布置於同一個大底盤框架厚筏基上的復雜結構體系，分（ 1 ）一個塔樓：結構布置雙軸對稱，荷載對稱的情況； （ 2 ）兩個塔樓：結構布置雙軸對稱，荷載對稱的情況； （ 3 ）一個塔樓：結構布置單軸對稱，荷載對稱的情? ； （ 4 ）兩個塔樓：結構布置雙軸對稱，荷載不對稱的情況； （ 5 ）兩個塔樓：結構布置和荷載均不對稱的情況等五種組合情況，全面系統地探討了上部結構?基礎?地基相互作用的大跨度基礎、基礎板變形特徵及其基底反力的分佈規律。

The effect of complex groundsill and dam body ' s construction process can be considered conveniently when finite element method is used to analyze dam body ' s stress. but there is no design criterion correspondingly because of the stress concentration that is caused by load at dam heel and dam toe under elastic state. furthermore, its value is easily affected by mesh size

有限元法分析拱壩壩體應力可以較方便地考慮復雜地基條件和壩體施工過程的影響，但是由於彈性狀態下拱壩壩踵、壩趾處受荷載后的應力集中現象，而且其數值受網格尺寸影響較大，因此至今無與之相應的設計準則。

On the basis of large numbers of information from calculation, the deformation rule of settlement of the groundsill, the diffusing range of load of the tower, and the deformation characters of the foundation and groundsill, and the distributing rule for resisting force of fundus are summed up. and some suggests are given out about design of the foundation in high - rise buildings when using analytic method of interaction

基於大量的計算數據，本文總結出了在荷載作用下，地基的沉降變形規律，塔樓荷載擴散范圍，地基基礎的變形特徵，以及基底反力的分佈規律，對高層建築基礎設計中採用共同作用分析方法提出了具體的建議。

Abstract : on the basic assumption of wencal, using pre - param eter method, the equation calculating multi - element beam of different section and ela sticity modulus on different groundsill are given in this paper. the programming language is qbasic. the results of example show that the calculation is correct and reasonable

文摘:依據文克爾基本假定，利用初參數法推導出不同地基及不同地基梁截面彈性模量的多單元彈性地基梁計算公式，並用已編制的qbasic語言計算程序，通過實例計算，結果正確、合理

Along with the rapid development of economy, many higway projects need to be built on the flabby groundsill in the area of pearl river delta of guangdong province. this kind of soft soil has the characteristic of rich - watercontent, high compressibility, lower in permeability and bearing capacity

在廣東珠三角地區，隨著經濟建設的飛速發展，許多高速公路需要建造在軟弱地基上。該類軟土含水量高，壓縮性大，透水性差，強度及承載力低。

The productions include : 1. the investigation of crackss of masonry structures, the characteristic and the reason on cracks of wall ; 2. the limited element analysis about datum of brick - wall the relation between the maximal stress in wall and the relative sedimentation of foundations, the relation between the cracks form in wall and inner stress, the validity of limited element mode ; 3. the limited element analysis about the relative sedimentation of foundations, the influence of ratio of length and height, foundations rigidity, groundsill rigidity on the inner stress in wall ; 4. the limited element analysis about the influence of temperature on wall cracks and the influence of space between extension cracks, difference in temperature on the inner stress in wall ; 5. the analysis about the cracks rule because of temperature, the contrast between the result and the simulant result ; 6. the study about the influence of cracks of masonry structures because of constriction stress, the experience of dealing with constriction cracks in the domestic and the foreign ; 7. the advice of avoiding cracks because of the asymmetric sedimentation temperature, constringency in design and construction

本研究結合實際工程中的砌塊建築普遍存在的裂縫問題，參照磚墻裂縫調查研究的成果，針對我省的砌塊應用狀況，進行了充分的調研，並查閱大量的文獻資料，總結了砌塊建築墻體裂縫的特點和規律，通過對溫度裂縫、沉降裂縫的有限元分析和經驗公式的對比，深入的探討了墻體開裂的影響因素，結合各地實際工程經驗，在對混凝土砌塊墻體在材料、設計、施工等方面進行系統的理論分析、綜合研究的基礎上，給出開裂的防治方法，促進混凝土砌塊在我省的推廣應用，為相關規范的編制提供理論依據和經驗分析，主要研究成果有： 1砌塊砌體開裂的調查研究，墻體開裂的特點和原因總結； 2有限元分析磚墻實測數據，揭示了墻體內最大主應力和地基相對沉降量的關系及墻體開裂形態與內部應力的聯系，並且驗證了有限元模型的有效性； 3

Through the comparison, test and verify the proposal is rational and practicable. the result of paper is of engineering application significance and obvious technological econo mical value. it has also the value to deep study the prestressed anchor - rope and groundsill ' s work mechanism

文中所獲得的成果，對工程中預應力錨索地梁的計算設計具有重要意義，對于深入研究預應力錨索地梁結構的作用機理，也具有一定的參考價值。

Criterion method of settlement calculating is also introduced in this paper. after comparing the calculating value of criterion method with the data which measured in - site, this paper points out : ( 1 ) settlement brought by side deformation should be taken into account among the super soft silt groundsill in pearl river delta area ; ( 2 ) stress history has a great deal influence to the settlement, but the pre - consolidation pressure pc for the judgement of consolidation state of soil has no credibiliy which is gotten in laboratory

此外，本文還簡述了規范推薦的沉降計算方法，並運用已有的工程實測數據與規范方法計算值進行了比較，指出對于珠三角地區的超軟弱地基。應考慮側向位移引起的沉降；應力歷史對沉降的影響較大，而判斷土體固結狀態指標的前期固結壓力p _ c ，在試驗室得出的數據並不可靠。

To a construction being built with determinate groundsill, the paper first assumes it with enough height, then devides its back exterior into several shelter bars. there will be borderlines on the shelter bars corresponding to every window being measured. in the paper it takes the number of the window whose borderline is kept by the shelter bar as the gene of the chromosome

對一地基確定的待建建築物，開始時假定其足夠高，將其後表面分割成若干遮擋條，每個待測窗體在各遮擋條上都有對應的臨界線，將每個遮擋條所取的臨界線對應的窗體號作為染色體的基因進行編碼，按照繪制的遺傳演算法流程圖，通過vc語言編製成相應程序，求解出每個遮擋條應保留的高度，從而得到整幢建築物的高度和其最大容積。