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1.
何开兆 《广西地质》2002,15(4):51-54
文章通过深能钦州码头油库工程海上码头引桥桩施工的工程实例,阐述钢护筒护壁人工挖孔在海上基桩施工的基本工序及施工工艺,证实钢扩筒护壁人工挖孔施工工艺,在地层简单的浅海场地,是一种行之有效且元污染、机具简单、成本低、进度快的施工方法。  相似文献   

2.
处理基桩孔埋钻事故一例刘克林,荣智新(河南煤田地质局四队平顶山467000)今年六月份,地处中原的郑州市“四桥一路”工程正式投入施工。我们豫中勘察工程公司第四工程处桩基一队承担了紫荆山立交桥基桩工程的部分施工任务。在施工中,由于我们对新区情况不尽了解...  相似文献   

3.
讨论了声波透射法检测大直径灌注基桩的分辨率问题。并以工程实例,说明声波透射法在检测大直径灌注基桩工作过程中应注意的问题,以避免给检测工作带来不必要的损失,防止对检测大直径灌注基桩质量的错判和误判。  相似文献   

4.
温州某花苑工程场地高含砂量地层的基桩设计桩数多,施工工程量大,由于自始至终对施工中存在的泥浆质量问题未能统一认识,致使这个问题一直伴随着基桩施工的全过程,对工程施工造成了很多本来可以避免的事故和损失,值得在类似工程的施工中吸取有益的启示。  相似文献   

5.
基桩负摩阻力计算方法初探   总被引:26,自引:2,他引:26  
赵明华  贺炜  曹文贵 《岩土力学》2004,25(9):1442-1446
负摩阻力问题广泛存在于桩基工程中,深入探讨其分布规律及计算方法,具有重要的理论与工程实际意义。笔者首先讨论了基桩负摩阻力的产生机理及其主要影响因素,对佐藤梧双折线模型进行了改进,以荷载传递法建立出基桩负摩阻力的基本微分方程。在此基础上,考虑桩.土相互作用及土体的分层特性,导出了适合于任意土体沉降曲线的基桩负摩阻力分段解析解。进而引入土体沉降的Boussinesq解,结合文中解答对某工程实例进行了分析。其结果表明,该方法能较准确地描述桩身负摩阻力的传递过程,且计算方法简便,参数易于获取,具有通用性,是一种可行的基桩负摩阻力分析方法。  相似文献   

6.
某大型建筑工程因出土条件发生变化,施工工序有所调整,需在已施工的基桩上大面积堆土。大面积堆土会引起群体基桩的沉降,基槽开挖后基桩沉降离散性较大,最大基桩沉降高达670 mm,单体建筑物中基桩间沉降差最大极值高达510 mm,远超过规范计算值,沉降原因存在争议。采用有限元软件PLAXIS3D建立三维数值模型并对基桩沉降综合分析,结果表明,在已施工完成桩基上方大面积堆土可引起基桩较大沉降,地表及桩顶最大沉降均位于堆土中心,沉降最大与最小的两基桩上部负摩阻力相差一倍;按区域分析,大面积无序堆土引起基桩整体沉降趋势符合软土地区的沉降规律;各基桩产生较大离散性主要因素包括堆土厚度、堆土面积、堆土时间、排水条件、桩穿越土层情况、桩端下卧层的土层情况等。本研究为类似工程积累了经验。  相似文献   

7.
可移式水上平台及水上基桩施工技术   总被引:1,自引:0,他引:1       下载免费PDF全文
介绍了钢结构可移式水上平白的特点及其适应范围,通过2个典型工程实例,进一步论述了平台在有潮水上基桩、河中基桩等工程类型中的应用及其相应的水上施工工艺  相似文献   

8.
李致宗 《探矿工程》1992,(2):44-44,37
我局第二水文工程地质队在某泵站工作施工中,需要处理一批基桩孔。这些基桩孔分布在厚度为0.4—0.6m的混凝土地基上面,由于混凝土的骨料为质地坚硬的卵石及灰岩片石,钻机钻进时跳动大,曾损坏伞齿轮两付,钻头两个。同时,施工进度慢,一个口径为600mm的基桩孔从钻进到灌桩需要6—7d时间才能完成。为了提高经济效益和赶工期,我们采用控制爆破进行开孔,然后安装钻机进行施工。  相似文献   

9.
1999年度河南省地质矿产厅(局)所属地勘单位共计完成各类钻探工程量544986m,其中预算内岩心钻探共开动钻机19台,完成钻探工作量10185m;预算外开动钻机124台,完成钻探工作量525758m(含固体矿产钻探12847m;水文水井钻探50131m;工程地质勘察钻探140057m;工程施工钻探283088m;石油钻井进尺3100m);完成基桩工程灌注量112327m^3;完成坑探工程进尺893m。  相似文献   

10.
正目前,基桩检测工作过度市场化,存在严重的恶性竞争行为,直接影响检测工作质量,对其进行科学有效的监管已迫在眉睫。基桩检测内容及检测技术基本概念桩基工程一般按勘察、设计、施工、验收4个阶段进行,人们常把桩基工程中的单桩称为基桩,基桩试验和检测工作多数情况分别放在设计和验收两个阶段,即施工前和施工后,大多数桩基工程的试验和检测工作在这两个阶段展开。但对桩数较多、施工周期较长的大型桩基工程,验收检测可以在施工过程中穿插进  相似文献   

11.
The Greenland and East and West Antarctic ice sheets are assessed as being the source of ice that produced an Eemian sea level 6 m higher than present sea level. The most probable source is total collapse of the West Antarctic Ice Sheet accompanied by partial collapse of the adjacent sector of the East Antarctic Ice Sheet in direct contact with the West Antarctic Ice Sheet. This conclusion is reached by applying a simple formula relating the “floating fraction” of ice along flowlines to ice height above the bed. Increasing the floating fraction lowered ice elevations enough to contribute up to 4.7 m to global sea level. Adding 3.3 m resulting from total collapse of the West Antarctic Ice Sheet accounts for the higher Eemian sea level. Partial gravitational collapse that produced the present ice drainage system of Amery Ice Shelf contributes 2.3 m to global sea level. These results cast doubt on the presumed stability of the East Antarctic Ice Sheet, but destabilizing mechanisms remain largely unknown. Possibilities include glacial surges and marine instabilities at the respective head and foot of ice streams.  相似文献   

12.
上海国际航运中心洋山深水港四期码头位于港区一-三期西北侧,由颗珠山岛、小乌龟岛、蒋公柱岛及花鱼礁等围海填筑形成,是世界上首个依托岛礁建成的超大型港口,它的建成奠定了上海国际航运中心港地位。四期工程为世上最大、最先进的智能化码头,基础采用新工艺,对勘探成果要求高,技术难度大,外海依托条件差,面临的许多问题无规范可循或类似工程借鉴。工程中勘察人员采用具有完全自主知识产权集勘探平台系列、新颖取土器、软土测试新工艺、海水造浆等为一体的综合关键技术,揭示了港区吹填土固结载荷变形规律,提出了适宜有效的桩基处理方案,为优化设计减低成本提供了强有力的数据支撑,取得了良好的社会和经济效益。这些创新标志着我国近海岩土工程“中国勘察”技术的突破,同时为今后类似重大、特大型海上工程勘察提供有益的参考。  相似文献   

13.
Nioghalvfjerdsfjorden in North-East Greenland is at present covered by a floating glacier. Raised marine deposits in the surrounding area contain shells of marine molluscs, bones of marine mammals and pieces of driftwood. A fairly systematic sampling of such material has been conducted, followed by extensive radiocarbon dating. We suggest that the Greenland ice sheet extended onto the shelf offshore North-East Greenland during isotope stage 2, perhaps even reaching the shelf break. During the subsequent recession of the ice sheet, the entrance of Nioghalvfjerdsfjorden had become ice-free by 9.7 cal. ka BP. The recession culminated between 7.7 and 4.5 cal. ka BP, during which time the fjord was glacier-free along its entire 80 km length. No dates younger than 4.5 cal. ka BP are available on marine material from the fjord, and it seems probable that the fjord has been continuously covered by the floating glacier since this time. The maximum glaciation was attained around AD 1900, after which thinning and recession took place. The marine limit increases from c. 40 m above sea level near the present margin of the Inland Ice to c. 65 m above sea level at the outer coast. These figures fit into the regional pattern of the marine limit for areas both to the south and north. The marine fauna comprise two bivalves, Macoma calcarea and Serripes groenlandicus, that may represent a southern element present during the Holocene temperature optimum. Remains of three taxa of southern extralimital terrestrial and limnic plants were dated to 5.1 cal. ka BP, and remains of another extralimital plant were dated to 8.8 and 8.5 cal. ka BP. The known Holocene time ranges of the willow Salix arctica and the lemming Dicrostonyx torquatus have been extended back to 8.8 and 6.4 cal. ka BP, respectively, providing minimum dates for their immigration to Greenland.  相似文献   

14.
Research on the effects of declining abundances of the Eastern oyster (Crassostrea virginica) in Chesapeake Bay and other estuaries has primarily focused on the role of oysters in filtration and nutrient dynamics, and as habitat for fish or fish prey. Oysters also play a key role in providing substrate for the overwintering polyp stage of the scyphomedusa sea nettle,Chrysaora quinquecirrha, which is an important consumer of zooplankton, ctenophores, and icthyoplankton. Temporal trends in sea nettle abundances in visual counts from the dock at Chesapeake Biological Laboratory, trawls conducted in the mesohaline portion of the Patuxent River, and published data from the mainstem Chesapeake Bay indicate that sea nettles declined in the mid 1980s when overfishing and increased disease mortality led to sharp decreases in oyster landings and abundance. Climate trends, previously associated with interannual variation in sea nettle abundances, do not explain the sharp decline. A potentially important consequence of declining sea nettle abundances may be an increase in their ctenophore prey (Mnemiopsis leidyi), and a resultant increase in predation on icthyoplankton and oyster larvae. Increased predation on oyster larvae by ctenophores may inhibit recovery of oyster populations and reinforce the current low abundance of oysters in Chesapeake Bay.  相似文献   

15.
Two major causes of global sea level rise such as thermal expansion of the oceans and the loss of landbased ice for increased melting have been claimed by some researchers and recognized by the IPCC.However, other climate threat investigators revealed that atmosphere-ocean modeling is an imperfect representation, paleo-data consist of proxy climate information with ambiguities, and modern observations are limited in scope and accuracy. It is revealed that global warming and polar ice-melt although a reality would not contribute to any sea level rise. Floating-ice of the polar region on melting would reoccupy same displaced volume by floating ice-sheets. Land-ice cover in the polar region on melting can reduce load from the crust to activate elastic rebound that would raise land for its isostatic equilibrium.Such characteristics would not contribute to sea level rise. Equatorial bulge, polar flattening, elevation difference of the spheroidal surface between equator and pole with lower in the pole, strong gravity attraction of the polar region and week gravity attraction of the equatorial region, all these phenomena would play dominant role in preventing sea level rise. Palaeo-sea level rise and fall in macro-scale(10-100 m or so) were related to marine transgression and regression in addition to other geologic events like converging and diverging plate tectonics, orogenic uplift of the collision margin, basin subsidence of the extensional crust, volcanic activities in the oceanic region, prograding delta buildup, ocean floor height change and sub-marine mass avalanche. This study also reveals that geophysical shape, gravity attraction and the centrifugal force of spinning and rotation of the earth would continue acting against sea level rise.  相似文献   

16.
蔡枫  郑永来 《岩土力学》2009,30(Z2):560-564
从减少基坑开挖过程中坞墙位移和控制坞壁渗水角度出发,利用数值模拟分析,探讨在深基坑开挖中得到广泛应用的普通土钉墙和用于船坞坞室基坑开挖中的复合土钉墙技术,将联合劲性水泥土搅拌桩的复合土钉墙用于干船坞的坞墙结构。从工程探讨角度,研究土钉联合劲性水泥土搅拌桩、预应力锚杆的复合土钉墙在干船坞这一特定条件下的应用问题,并通过分析模拟结果,为干船坞坞墙设计施工过程中安全问题提出一些注意点  相似文献   

17.
广西钦州港二期码头抛石基床的水下爆夯   总被引:3,自引:1,他引:2  
爆夯是一种利用炸药爆炸法夯实基础的新技术,近年来被广泛地应用于码头建设。笔者介绍了广西钦州港二期码头抛石基床的爆夯设计和实施。结果表明,基床爆夯达到了预期效果,水下爆夯的平均沉降率为12.7%。同时,爆夯过程中,一期码头的振动值小于安全阈值,保证了一期码头的安全,为类似工程提供了借鉴。  相似文献   

18.
船坞监测数据对船坞围堰的正常施工起着非常重要的作用,但是由于各种不正确的因素导致监测数据与实际情况不符,而这些异常测值不能通过直观的方法进行剔除,从而对船坞围堰的安全施工监控产生较大的影响,必须进行判断和处理。分别介绍了3σ(拉伊达)、Grubbs(格罗布斯)、Dixon(狄克逊)3种常用排除粗大误差的准则,并应用于具体的船坞围堰安全施工监测。结果表明,这些准则能快速、方便、有效地排除异常测值,为船坞围堰安全施工提供帮助。  相似文献   

19.
使用海底地震仪(OBS)对极地浮冰区进行探测时,存在上浮的OBS被浮冰遮挡而难以发现和回收等困难,为提高两极浮冰区海底地震探测效率,亟需对OBS上浮出水时间和位置进行较为准确地预测.本研究以2019年南海OBS观测、2020年西太平洋OBS探测以及2011年南海东部次海盆三维OBS探测现场作业的实测距离和位置信息等数据为基础,分析了OBS上浮速率、投放点和出水点的特征,开展了OBS在水中下沉和上浮的运动过程研究,总结了OBS出水点的分布规律.结果表明:(1)在垂直方向上,OBS上浮速率近似匀速,可用平均速率代替,进而可精确计算上浮出水时间;(2)OBS在海底的位置与投放位置的偏移距随机分布,这表明投放点水深与重定位偏移距离无明显线性相关性;(3)OBS上浮出水点与投放点有重合的趋势,两者距离在300 m以内的概率大于31%,两者距离在500 m以内的概率大于59%.   相似文献   

20.
混积岩一例--滇东震旦系陡山沱组砂质砂屑白云岩的成因   总被引:11,自引:2,他引:9  
滇东震旦系陡山沱组顶部的砂质砂屑白云岩是一例典型的混积岩,即狭义的混合沉积。岩石中的石英砂分选好,圆度和球度高,它们时稀时密地呈“悬浮”状散布在白云石砂屑沉积物中。其产状及结构构造特征表明,它是当时的海滩砂在海进过程中被搬运到海洋中,并与白云石砂屑混合而形成的。  相似文献   

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