本文選題：重慶來福士廣場 + 邊坡工程　； 參考：《建筑結(jié)構(gòu)》2015年24期

【摘要】：重慶來福士廣場項(xiàng)目開發(fā)體量大、場地條件極其復(fù)雜,尤其是存在臨近長江和嘉陵江的土質(zhì)邊坡和巖土質(zhì)混合高邊坡。為保證擬建建筑物和既有建筑邊坡及其相關(guān)支擋構(gòu)筑物的安全,重點(diǎn)對項(xiàng)目東西兩側(cè)場地在靜力和地震條件下的穩(wěn)定性進(jìn)行了分析和評估,且在分析過程中考慮了場地穩(wěn)定性與擬建主體工程的交互影響。詳細(xì)介紹了場地穩(wěn)定性分析的原則和方法、設(shè)計(jì)條件和內(nèi)容以及相應(yīng)的分析結(jié)果。結(jié)果表明,通過適當(dāng)設(shè)置抗滑樁,保證了整個(gè)場地的穩(wěn)定和擬建項(xiàng)目的安全。
[Abstract]:The development of the Lafusi Square Project in Chongqing is very large and the site conditions are extremely complex, especially the soil slope and rock-soil mixed high slope near the Yangtze River and Jialing River. In order to ensure the safety of the proposed building and the existing building slope and its related supporting structures, the stability of the sites on both sides of the project under static and seismic conditions is analyzed and evaluated. In the process of analysis, the interaction between site stability and the proposed project is considered. The principles and methods of site stability analysis, the design conditions and contents, and the corresponding analysis results are introduced in detail. The results show that the stability of the whole site and the safety of the proposed project are ensured by properly setting the anti-slide pile.
【作者單位】： 奧雅納工程顧問;
【分類號】：TU470

【共引文獻(xiàn)】

相關(guān)期刊論文 前10條

1 沙峰;姚林泉;程曦;;地震作用下列車-橋梁空間耦合系統(tǒng)動力響應(yīng)分析[J];華東交通大學(xué)學(xué)報(bào);2015年04期

2 柏章朋;;厚板轉(zhuǎn)換層設(shè)計(jì)實(shí)例分析[J];建筑;2015年16期

3 沈蒲生;張超;鄧鵬;葉縉W，

本文編號：2032122