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廣西橫欽高速第四總監(jiān)辦聯(lián)合四方開展現(xiàn)場軟基變更方案調(diào)研

2025-01-10 06:04:41 admin 閱讀(308)

為確保K117+421-K117+483軟基換填的施工質(zhì)量,加快軟件換填的施工進度,2024年8月16日上午10:00山東東泰工程咨詢有限公司廣西橫欽高速第四總監(jiān)辦聯(lián)合業(yè)主、設(shè)計、施工等四方對K117+421-K117+483施工點的軟基變更方案現(xiàn)場調(diào)研,四方經(jīng)過現(xiàn)場實地查看,翻閱相關(guān)圖紙,?經(jīng)多方討論與商榷,一致同意?對軟基處理方案進行變更。

K117+421-K117+483段位于K117+501東新村分離立交3號承臺旁,路基表層為淤泥,屬于軟基地段,?嚴重阻礙了東新村分離立交橋承臺的施工。監(jiān)理人員?經(jīng)過設(shè)計圖紙與施工現(xiàn)場核查?發(fā)現(xiàn)該段淤泥層厚度均超過3m以上,現(xiàn)場地質(zhì)情況與原設(shè)計存在較大差別,在特定地質(zhì)條件下難以達到預(yù)期的工程質(zhì)量和穩(wěn)定性要求。???經(jīng)補充勘查檢測,???原設(shè)計方案在軟土區(qū)域處理經(jīng)勘探達承載力不滿足設(shè)計要求,??同時存在較大的質(zhì)量隱患。為提高該段路基軟土承載力,減少日后可能帶來的不均勻沉降,確保該路基承載力滿足規(guī)范及設(shè)計要求,消除該路基通車后的質(zhì)量隱患,??綜合考慮經(jīng)濟成本、?施工工期及后期維護費用,同意該段?變更設(shè)計方案。

?此次該段軟基變更方案是在充分考慮工程實際情況、?技術(shù)可行性及經(jīng)濟效益的基礎(chǔ)上制定的,?通過進一步的地質(zhì)勘探,?為變更方案提供更有力的資料支持,?同時?也為后續(xù)類似工程提供了寶貴的經(jīng)驗和參考。在實際施工中面對特殊地質(zhì)條件時,?通過設(shè)計變更這種手段來保證工程質(zhì)量就顯得尤為重要。公路工程?施工過程中工程變更的實施,?不僅提高了公路日后通行的安全性和長久性,?也體現(xiàn)了在施工過程中根據(jù)現(xiàn)場實際情況靈活調(diào)整設(shè)計的重要性。


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article------>{"id":6151,"cid":20,"subCid":null,"title":"廣西橫欽高速第四總監(jiān)辦聯(lián)合四方開展現(xiàn)場軟基變更方案調(diào)研","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"蘇秦","author":"admin","description":"為確保K117+421-K117+483軟基換填的施工質(zhì)量,加快軟件換填的施工進度,2024年8月16日上午10:00山東東泰工程咨詢有限公司廣西橫欽高速第四總監(jiān)辦聯(lián)合業(yè)主、設(shè)計、施工等四方對K117","img":"","content":"<p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;text-align:justify;text-justify:inter-ideograph;line-height:33px\"><span style=\";font-family:仿宋_GB2312;color:rgb(51,51,51);font-size:19px\"><span style=\"font-family:仿宋_GB2312\">為確保</span><span style=\"font-family:仿宋_GB2312\">K117+421-K117+483軟基換填的施工質(zhì)量,加快軟件換填的施工進度,2024年8月16日上午10:00山東東泰工程咨詢有限公司廣西橫欽高速第四總監(jiān)辦聯(lián)合業(yè)主、設(shè)計、施工等四方對K117+421-K117+483施工點的軟基變更方案現(xiàn)場調(diào)研,四方經(jīng)過現(xiàn)場實地查看,翻閱相關(guān)圖紙,?經(jīng)多方討論與商榷,一致同意?對軟基處理方案進行變更。</span></span></p><p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;text-align:justify;text-justify:inter-ideograph;line-height:33px\"><span style=\";font-family:仿宋_GB2312;color:rgb(51,51,51);font-size:19px\">K117+421-K117+483段位于K117+501東新村分離立交3號承臺旁,路基表層為淤泥,屬于軟基地段,?嚴重阻礙了東新村分離立交橋承臺的施工。監(jiān)理人員?經(jīng)過設(shè)計圖紙與施工現(xiàn)場核查?發(fā)現(xiàn)該段淤泥層厚度均超過3m以上,現(xiàn)場地質(zhì)情況與原設(shè)計存在較大差別,在特定地質(zhì)條件下難以達到預(yù)期的工程質(zhì)量和穩(wěn)定性要求。???經(jīng)補充勘查檢測,???原設(shè)計方案在軟土區(qū)域處理經(jīng)勘探達承載力不滿足設(shè)計要求,??同時存在較大的質(zhì)量隱患。為提高該段路基軟土承載力,減少日后可能帶來的不均勻沉降,確保該路基承載力滿足規(guī)范及設(shè)計要求,消除該路基通車后的質(zhì)量隱患,??綜合考慮經(jīng)濟成本、?施工工期及后期維護費用,同意該段?變更設(shè)計方案。</span></p><p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;text-align:justify;text-justify:inter-ideograph;line-height:33px\"><span style=\";font-family:仿宋_GB2312;color:rgb(51,51,51);font-size:19px\">?此次該段軟基變更方案是在充分考慮工程實際情況、?技術(shù)可行性及經(jīng)濟效益的基礎(chǔ)上制定的,?通過進一步的地質(zhì)勘探,?為變更方案提供更有力的資料支持,?同時?也為后續(xù)類似工程提供了寶貴的經(jīng)驗和參考。在實際施工中面對特殊地質(zhì)條件時,?通過設(shè)計變更這種手段來保證工程質(zhì)量就顯得尤為重要。公路工程?施工過程中工程變更的實施,?不僅提高了公路日后通行的安全性和長久性,?也體現(xiàn)了在施工過程中根據(jù)現(xiàn)場實際情況靈活調(diào)整設(shè)計的重要性。</span></p><p style=\"text-indent:37px;text-autospace:ideograph-numeric;line-height:33px\"><span style=\";font-family:宋體;color:rgb(51,51,51);font-size:19px\"> </span></p><p><br/></p>","orderBy":null,"status":0,"pv":308,"link":null,"createdAt":"2024-08-19 10:15:59","updatedAt":"2025-01-10 06:04:41","field":{},"tags":[]}

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