On the basis of the others, according to the constructional feature of the constitution of the composed soil nails, the computation mode of the he strut frame made of composed soil nails was set up to analyze the distortion of the he strut frame made of composed soil nails when it is stressed. with the engineering data, the strut frame made of composed soil nails is analyzed with the program ababqus, and the effects of the distortion characters, the property of the deposition of the ground, the mechanical property of the soil nails, the variation of the length and the separation of the soil nails, and the diametric of the mixing piles on the strut frame made of composed soil nails, and the distortion property of the strut frame made of composed soil nails under different ground conditions
在總結前人的研究成果下，針對復合土釘
墻構造的特點，建立了模擬復合土釘
墻受力變形的計算模型，並結合工程實測資料，運用大型通用有限元程序ababqus對復合土釘
墻進行了有限元分析，詳細討論了復合土釘支護結構開挖過程中的變形特性、地面沉降性狀、土釘受力性狀；土釘長度變化、土釘間距變化、攪拌
樁樁徑變化對復合土釘支護結構的影響；復合土釘支護結構在不同地基條件下的變形特性。
The paper also has a research on the influence of compound soil nailing behavior in the perspective of silt and hardpan of the effect of the width of soil - cement mixing piles. 3. with the analysis of various effecting factors on compound soil nailing, the paper holds a analysis of the mechanism ’ s essence of the compound soil nailing
2 .深入分析了土體的彈性模量，水泥攪拌
樁的彈性模量，水泥攪拌
樁擋
墻的寬度，土釘長度的變化以及土釘傾角的變化對復合型土釘
墻變形性狀和土釘軸力的影響，以及水泥攪拌
樁擋
墻的寬度在淤泥土層以及砂土土層中對復合型土釘
墻支護變形性狀的影響。
The regularities of pile - top reaction distribution, the carrying load ratio between pile and raft, the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure, the intensity of the soil under the piles, the length and radius of the piles, the distance between the piles, the thickness and the suspended width of the raft
對豎向荷載作用下的空間筒中筒結構、
樁筏基礎和地基進行了三維有限元分析。研究整體結構和單片
墻結構在上部結構剛度、
樁端土強度、
樁長、
樁徑、
樁距、筏板厚度、筏板外挑寬度等影響因素變化時的
樁頂反力分佈規律、
樁筏荷載分擔比、
樁基沉降和差異沉降規律。
The results of field observation showed that mucky clay in the shore slope of the wharfs was the stratum with the most obvious horizontal displacement and most of the pile heads close to the retaining walls inclined towards the land to different degrees, agreeing well with the inclination of pile heads as observed on site
原型觀測結果表明：碼頭岸坡內的淤泥質粘土層為水平位移最明顯土層，靠近擋土
墻的大部分
樁頂都出現了不同程度的向陸側傾斜，這與實際見到的
樁端傾斜狀況完全相符。
The construction technology for the prestress anchored retaining wall
預應力錨索
樁板
墻施工技術
" prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting
「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘
墻和無嵌入多錨排
樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排
樁多錨支護，只是由肋梁代替了開挖前施工的排
樁從而提前工期並降低支護造價；同時繼承了土釘
墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。
We can say that it can develop the usage of soil nailing wall fill the rank of piles disadvantage a bright future of developing and using. the development, application, advantage and disadvantage about the " prestress anchor ribbed beam support system " is introduced in chapter 1 : it " s supporting mechanism and structural feature is introduced and compared with the soil nailing walls and un - embedded rank of piles in chapter 2 ; design and computer steps and more details about the design methods of the support system are introduced in chapter 3 ; the two important parts named draperies and anchors are introduced on their construction technology in chapter 4 ; three foundation trenches " instances with different depth in different soil are showed in the last chapter 5
本文在第一章概論部分介紹了「預應力錨桿肋梁支護結構」的發展、應用和優缺點；第二章分析其支護機理、結構特點，並與土釘
墻和無嵌入排
樁多錨支護進行了結構受力對比分析；第三章介紹該支護結構的設計計算方法步驟，詳細介紹了支護結構各部分的設計方法；第四章介紹預應力錨桿肋梁支護系統最重要的兩個部分：帷幕和錨桿的施工技術；第五章介紹了不同土層不同深度的有代表性的三個基坑工程實例。
In the mean time it occur d to me that it would require a vast deal of time for me to do this, and that i must be contented to run the venture where i was, till i had form d a camp for my self, and had secur d it so as to remove to it : so with this resolution i compos d my self for a time, and resolv d that i would go to work with all speed to build me a wall with piles and cables, c
同時，我也想到，建個新家耗費時日，目前還不得不冒險住在這里。以後，等我建造好一個新的營地，並也像這兒一樣保護起來，才能再搬過去。這樣決定之後，我心裏安定多了，並決定以最快的速度，用木
樁和纜索之類的材料照這兒的樣子築一道圍
墻，再把帳篷搭在圍
墻里。
Handrails and footrails at masts, posts and walls on ships
船上的扶欄和桅桿上的腳部護欄
樁柱
墻壁
But having gotten over these things in some measure, and having settled my houshold stuff and habitation, made meof wall up against it of turfs, about two foot thick on the out - side, and after some time, i think it was a year and half, i rais d rafters from it leaning to the rock, and thatch d or cover d it with bows of trees, and such things as i could get to keep out the rain, which i found at some times of the year very violent
那是一個搭在山巖下的帳篷，四周用木
樁和纜索做成堅固的木柵環繞著。現在，我可以把木柵叫做圍
墻了，因為我在木柵外面用草皮堆成了一道兩英尺來厚的
墻，並在大約一年半的時間里，在圍
墻和巖壁之間搭了一些屋椽，上面蓋些樹枝或其他可以弄到的東西用來擋雨。因為，我發現，一年之中總有一段時間，大雨如注。
Abstract : this paper introduces four typical light - retaining structures. they are frame girder with prestressed anchor ropes, antislide pile with preslressed anchor ropes, anchored nelwork with jetting concrete and retaining wall with root piles. these structures are successfully applied to the national highway no. 107 in guangdong province
文摘:以國道107線清連一級公路上四個典型的邊坡病害治理工程為例，介紹預應力錨索格構梁、預應力錨索抗滑
樁、錨噴掛網支護、樹根
樁擋土
墻等輕型支擋結構在公路邊坡病害治理工程中的應用
In view of its characteristic, uses inspires crushing sand, erosion control seepage control continuous wall, erosion - resisting flexibility geotechnical engineering ge - bin - shi - long and so on synthesis processing measures to carry on the design
針對其特點，採用振沖擠密砂石
樁、防滲防沖連續
墻、抗沖柔性土工布金屬網路石籠等結合處理措施進行設計。
Steel sheet - pile wall
鋼板
樁墻
Anchored sheet pile wall
擋土
墻錨定式板
樁墻
Cantilever sheet pile wall
懸壁式板
樁墻
Execution of special geotechnical work. sheet - pile walls
專業土工工程的施工.薄板
樁墻
Execution of special geotechnical work - sheet pile walls
特殊土建工程工作的實施.薄板
樁墻
Structural design optimization when using pile wall retaining system for excavation of a deep foundation pit
深基坑開挖中
樁墻體系支護的結構優化設計
The pile building enclosure with two or three bracing pieces and the gravity retaining wall are particularized as example in this paper. from the antithesis with datum practically measured, it indicates that the fem which is adopt by this paper is logical and feasible
本文分別對兩道和三道支撐的樁（墻）式圍護結構及重力式擋墻圍護結構基坑工程進行了有限元模擬計算，根據與實際監測資料的對比分析，表明本文所採用有限元方法是合理可行的。
