河南科学
河南科學
하남과학
Henan Science
2015年
10期
1794-1799
,共6页
海域%软土地基%塑排板%沉降%水平位移
海域%軟土地基%塑排闆%沉降%水平位移
해역%연토지기%소배판%침강%수평위이
sea area%soft foundation%plastic drainage plate%settlement%horizontal displacement
随着我国东南沿海地区的大规模开发,在沿海软土地区修建高速公路势在必行,但由于其自身天然含水率大、压缩性高、抗剪强度较弱等特点无法直接作为高速公路地基,且海域地区往往直接受到潮汐影响,气候环境复杂,施工条件恶劣,因此,选择合理的地基处理方式十分重要. 塑排板堆载预压处理方法作为一种成本低、损耗小、施工便捷的地基处理方式被广泛地运用到各类软基工程中. 本文以77省道延伸线龙湾至洞头疏港公路工程为依托工程,从沉降、水平位移、孔压三个方面讨论海域软土地区塑排板堆载预压的加固效果,建立路基三维数值分析Flac 3D模型,分析塑排板埋设与未埋设两种工况下路基沉降、孔压、水平位移的变化规律. 结果表明:①塑排板堆载预压加固地基效果显著,有效地提高了路基沉降速率,缩短了工期,大大减小了路基工后沉降;②塑排板堆载预压法在一定程度上限制了路基水平位移的发展,使得路基稳定性得到了提高;③塑排板堆载预压法在初期可以有效地加速路基内部孔压消散,提高土体固结速率,但后期效果一般,两种工况差别不大. 研究成果可为类似工程提供参考.
隨著我國東南沿海地區的大規模開髮,在沿海軟土地區脩建高速公路勢在必行,但由于其自身天然含水率大、壓縮性高、抗剪彊度較弱等特點無法直接作為高速公路地基,且海域地區往往直接受到潮汐影響,氣候環境複雜,施工條件噁劣,因此,選擇閤理的地基處理方式十分重要. 塑排闆堆載預壓處理方法作為一種成本低、損耗小、施工便捷的地基處理方式被廣汎地運用到各類軟基工程中. 本文以77省道延伸線龍灣至洞頭疏港公路工程為依託工程,從沉降、水平位移、孔壓三箇方麵討論海域軟土地區塑排闆堆載預壓的加固效果,建立路基三維數值分析Flac 3D模型,分析塑排闆埋設與未埋設兩種工況下路基沉降、孔壓、水平位移的變化規律. 結果錶明:①塑排闆堆載預壓加固地基效果顯著,有效地提高瞭路基沉降速率,縮短瞭工期,大大減小瞭路基工後沉降;②塑排闆堆載預壓法在一定程度上限製瞭路基水平位移的髮展,使得路基穩定性得到瞭提高;③塑排闆堆載預壓法在初期可以有效地加速路基內部孔壓消散,提高土體固結速率,但後期效果一般,兩種工況差彆不大. 研究成果可為類似工程提供參攷.
수착아국동남연해지구적대규모개발,재연해연토지구수건고속공로세재필행,단유우기자신천연함수솔대、압축성고、항전강도교약등특점무법직접작위고속공로지기,차해역지구왕왕직접수도조석영향,기후배경복잡,시공조건악렬,인차,선택합리적지기처리방식십분중요. 소배판퇴재예압처리방법작위일충성본저、손모소、시공편첩적지기처리방식피엄범지운용도각류연기공정중. 본문이77성도연신선룡만지동두소항공로공정위의탁공정,종침강、수평위이、공압삼개방면토론해역연토지구소배판퇴재예압적가고효과,건립로기삼유수치분석Flac 3D모형,분석소배판매설여미매설량충공황하로기침강、공압、수평위이적변화규률. 결과표명:①소배판퇴재예압가고지기효과현저,유효지제고료로기침강속솔,축단료공기,대대감소료로기공후침강;②소배판퇴재예압법재일정정도상한제료로기수평위이적발전,사득로기은정성득도료제고;③소배판퇴재예압법재초기가이유효지가속로기내부공압소산,제고토체고결속솔,단후기효과일반,량충공황차별불대. 연구성과가위유사공정제공삼고.
With the rapid development of southwest coast in China,the highway built on the soft foundation is increasing. While the soft foundation cannot be used as the foundation of highway for its high soil water content ,high compressibility and low shear strength. The complicated climate environment is also a tough problem for the building of highway. A proper group treatment method is very important. In this paper,based on the project of provincial high way, a further study of the reinforcement effect of plastic drain with pre-loading treatment of soft soil foundation is made , the effect factors are analyzed. Meanwhile,the Flac 3D model of the filing of roadbed in two conditions are established to study the variation of vertical and horizontal displacement of roadbed. The results show as follows. 1)The effect of pre-loading treatment of soft soil foundation is significant. 2)Plastic drain with pre-loading treatment has restraint on the development of horizontal displacement which also improves the stability of roadbed . 3)Plastic drain with pre-loading treatment can accelerate the dissipate of pore pressure in the early stage ,while making little effect in late stage. There is little differences in two conditions. The result will provide the references for simila r projects.