摘要
連云港港是長三角主要港口和江蘇最大海港,是蘇北和中西部最經濟便捷的出?？?、新亞歐大陸橋東橋頭堡，是以腹地內集裝箱運輸為主并承擔亞歐大陸間國際集裝箱水陸聯運的重要中轉港口。隨著經濟的發(fā)展，連云港的航運事業(yè)將會有更大的發(fā)展，在這一過程中，河道疏浚成為一個不得不面對的問題。河道疏浚要考慮方方面面的因素，本文主要集中討論河道清理后的岸坡工程設計。
本文在開篇講了連云港的地理位置，自然地理條件，氣象水文，對本工程在連云港河道疏浚工程中的重要性做了簡略介紹。然后講了本工程護岸部分地形地貌，區(qū)域地質構造，地層，水文地質等工程地質條件，以便為下一步的工作打好基礎。在第四章里，討論了護岸部分的巖土特性，對護岸部分巖土進行了分層描述，初步討論了護岸部分的全新統(tǒng)海陸交互相地層結構特征，通過對戶岸部分的巖土特性討論，厘清了本護岸存在的工程地質問題，明確了后面幾章要解決的問題。從第五章，開始進入護岸工程的設計，講了護岸工程設計的條件，包括護岸工程設計的依據規(guī)范和護岸工程設計的使用數據。鑒于在護岸工程設計中，岸坡穩(wěn)定性分析的重要性，本文單獨分出第六章，對岸坡穩(wěn)定性進行了專門討論，采用畢肖普條分法分析了岸坡穩(wěn)定性，然后重點分析了影響岸坡穩(wěn)定性的因素。第七章的重點是討論擋土墻的設計，首先根據勘察資料討論了擋土墻的型式，所用材料，再采用理正軟件進行擋土墻設計，然后在用理論公式做了一系列驗算，驗算結果全部符合要求，最后給出了沉降縫和排水設施的設計。
本文的核心部分是通過對護岸部分工程地質條件的論述，提出了在河道疏浚時岸坡的穩(wěn)定性問題，以及由此引發(fā)的一系列工程地質問題，隨后對這些問題中的主要部分做了集中分析和解決。本文的穩(wěn)定性分析和擋土墻設計均采用理論計算和理正軟件計算相結合的方式。
關鍵詞：河道疏浚 護岸工程 岸坡穩(wěn)定性 畢肖普條分法 迭代實現 理正軟件 擋土墻設計
ABSTRACT
Lianyungang  port  is delta  main ports and  Jiangsu largest seaport, it is the most economical and convenient in North and Midwest to the sea, the new Eurasian Continental Bridge bridgehead, is a hinterland container transport between Asia and Europe-based and assume an important international container transit port land and water transport. With economic development, the shipping industry in Lianyungang, will have greater evelopment.  In this process, channel dredging will be a problem that we have to face. River dredging  must consider all aspects of the factors. This article focuses mainly on river clean-up of the bank slope engineering.
This article begins with talk of the Lianyungang location, geography, meteorology and hydrology,on the project in Lianyungang, the importance of river dredging done in the brief introduction.Then talked about some of the bank protection works topography, regional geological structure, stratigraphy, hydrogeology, engineering geological conditions, etc, in order to lay the foundation for further work.In the fourth chapter, discusses on some of the geotechnical characteristics of bank protection on the part of the rock revetment was layered description, a preliminary discussion of some of the new revetment and sea delivery system structural characteristics of each stratum.On shore part of the geotechnical characteristics of households to discuss and clarify the existence of the bank protection engineering geological problems, specifically the later chapters to solve the problem.From the fifth chapter,we entered design of bank protection works, talking about the design of bank protection works, including an engineering design based on revetment bank protection engineering design specifications and use of data.View of the revetment slope stability analysis in the importance of engineering design,Chapter VI of this paper are listed in a separate slope stability was devoted, by Bishop slice method slope stability analysis,and then analyzed the factors that affect slope stability.Chapter VII of the discussion focused on the design of retaining walls, first discussed the retaining wall according to survey data of the type, materials used, more, I use software to design retaining walls.And then do a series with the theoretical formula checking, checking all the results meet the requirements. Finally,the design of the settlement joint and  drainage facilities was given.
Core part of this article is part of the project through the revetment discusses the geological conditions,when the proposed dredging the river bank slope stability problems, and triggered a series of engineering geological problems, then these questions do focus on the main part of the analysis and solution.This stability analysis and design of retaining walls are used theoretical calculations and the reasons are a combination of software.
Keywords：Channel dredging  Bank protection works  Bank Stability  Bishop slice method
          Retaining Wall     Iteration
 
目錄
第一章 緒論 1
第二章  自然地理條件 1
第一節(jié) 地理位置 2
第二節(jié) 氣象、水文 2
第三章 護岸部分工程地質條件 4
第一節(jié) 地形地貌 4
第二節(jié) 區(qū)域地質構造及地震 4
第三節(jié) 地層 5
第四節(jié) 水文地質條件 6
第五節(jié) 特殊性巖土 6
第六節(jié) 不良地質作用 7
第四章 護岸部分16號橫剖面所在位置的巖土特性 9
第五章 護岸工程方案的設計條件 11
第六章 岸坡穩(wěn)定性分析 13
第二節(jié) 護岸上的作用分析 14
第三節(jié) 畢肖普條分法的原理及其實現 14
第四節(jié) 影響岸坡穩(wěn)定的因素分析 21
第五節(jié) 護岸防治措施 23
第七章 擋土墻設計 24
第一節(jié) 擋土墻采用理正軟件設計 24
第二節(jié) 擋土墻設計人工驗算 30
第三節(jié) 排水設施 33
第四節(jié) 沉降縫和仲縮縫 34
致謝 35
參考文獻 36