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合成材料粉煤灰加筋土支擋結(jié)構(gòu)設(shè)計(jì)及應(yīng)用
發(fā)布時(shí)間: 2006-04-01 00:00 查看: 6935次
石名磊 邵俐 姚代祿
摘要:筆者介紹了加筋土的加固機(jī)理及設(shè)計(jì)方法,重點(diǎn)闡述了合成材料加筋土的極限狀態(tài)設(shè)計(jì)方法的概念及分項(xiàng)修正系數(shù),在一合成材料粉煤灰加筋土高支檔的設(shè)計(jì)及驗(yàn)算中引入了分項(xiàng)修正系數(shù),并對(duì)其主要設(shè)計(jì)指標(biāo)確定進(jìn)行了分析.本文對(duì)從事這一領(lǐng)域研究和工作的人員,以及今后規(guī)范的修訂具有參考價(jià)值.
關(guān)鍵詞:加筋土;合成材料;粉煤灰;分項(xiàng)修正
中圖分類(lèi)號(hào):TU472.34 文獻(xiàn)標(biāo)識(shí)碼:A
文章編號(hào):1001-716(1999)03-0081-09
Design and Analysis of Geosynthetic Reinforced Flyash Retaining Wall
SHI Ming-lei,SHAO Li,YAO Dai-lu
(Institute of Traffic Engineering,Southeast University Postcord,Nanjing 210096,China)
Abstract:The approach for the design and the beharvioural mechanisms of reinforced soil sructures are presented in this paper.The Limit State Approach and aspects of partial factors for the design of geosynthetic reinforced soil structures are described emphatically.Application of the method for the design of a certain wall of flyash reinforced by geosynthetics,and the characteristic values and partial factors are discussed.This documentation is directly towards researchers and practionaires,and gives guidance for future research and development of codes for reinforced soil wall.
Key words:reinforced soil;geosynthetic;flyash;partial factors
摘要:筆者介紹了加筋土的加固機(jī)理及設(shè)計(jì)方法,重點(diǎn)闡述了合成材料加筋土的極限狀態(tài)設(shè)計(jì)方法的概念及分項(xiàng)修正系數(shù),在一合成材料粉煤灰加筋土高支檔的設(shè)計(jì)及驗(yàn)算中引入了分項(xiàng)修正系數(shù),并對(duì)其主要設(shè)計(jì)指標(biāo)確定進(jìn)行了分析.本文對(duì)從事這一領(lǐng)域研究和工作的人員,以及今后規(guī)范的修訂具有參考價(jià)值.
關(guān)鍵詞:加筋土;合成材料;粉煤灰;分項(xiàng)修正
中圖分類(lèi)號(hào):TU472.34 文獻(xiàn)標(biāo)識(shí)碼:A
文章編號(hào):1001-716(1999)03-0081-09
Design and Analysis of Geosynthetic Reinforced Flyash Retaining Wall
SHI Ming-lei,SHAO Li,YAO Dai-lu
(Institute of Traffic Engineering,Southeast University Postcord,Nanjing 210096,China)
Abstract:The approach for the design and the beharvioural mechanisms of reinforced soil sructures are presented in this paper.The Limit State Approach and aspects of partial factors for the design of geosynthetic reinforced soil structures are described emphatically.Application of the method for the design of a certain wall of flyash reinforced by geosynthetics,and the characteristic values and partial factors are discussed.This documentation is directly towards researchers and practionaires,and gives guidance for future research and development of codes for reinforced soil wall.
Key words:reinforced soil;geosynthetic;flyash;partial factors
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