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1.
曾定帮  彭文祥 《探矿工程》2005,32(5):31-32,36
介绍了东海大桥钻孔灌注桩基础的施工技术,对一些关键技术做了详细说明,同时也介绍了海上钻孔灌注桩施工成孔设备的选择及所用淡水泥浆的配制。  相似文献   

2.
毛广陵 《探矿工程》2007,34(5):20-23
杭州湾跨海大桥是建设中的世界上最大的跨海大桥,海上施工桩基础工程难度较大。介绍了该工程钻孔桩基础施工的技术方法。  相似文献   

3.
万维方 《探矿工程》2003,30(5):9-11
以江汉五桥主桥施工为例,介绍了桥梁深水基础施工方案的选定及施工要点,重点对砂层长钻孔桩施工、钢护筒渡汛及钢套箱围堰施工进行了分析。  相似文献   

4.
曾定帮  彭文祥 《岩土工程技术》2005,19(1):53-54,F003
介绍了东海大桥钻孔灌注桩基础的施工技术 ,对一些关键技术做了详细说明 ,还讨论了海上钻孔灌注桩施工成孔设备的选择及所用的淡水泥浆的配制  相似文献   

5.
钻孔煤层瓦斯压力测试及成果评价   总被引:1,自引:0,他引:1  
该文简要介绍了KZWY91-1000型钻孔煤层瓦斯压力测定仪的组构及技术特征,测试钻孔应具备的地质条件;阐述了测试方法中应注意的问题;介绍了压力曲线评价标准,分析了影响瓦斯压力的主要地质因素;讨论了矿井和钻孔测试瓦斯压力恢复平衡时间相差较大的原因。  相似文献   

6.
某港进行海上工程地质钻探,在地层复杂、施工困难的情况下,共完成钻孔154个,钻探进尺6919.32米,取土样992个。现将施工方法简介如下。  相似文献   

7.
烟台地方码头改造海上钻孔灌注桩施工中,使用了悬臂平台,避免了复杂的海底支撑,取得了良好的经济效益,介绍了悬臂平台的设计制作和使用方法。  相似文献   

8.
萧辉华  张金英 《探矿工程》1993,(2):12-12,15
金家萤石矿,由于地层裂隙发育,在钻探施工中钻孔全孔漏失;孔壁掉块坍塌;岩心采取率低以至钻孔报废;基于钻探质量满足不了地质要求,被迫中途停止施工。现采用泡沫洗井技术,解决了钻探生产中的采心、供水、施工难等问题。  相似文献   

9.
王干 《探矿工程》1988,(1):32-34
我队施工的矿区属沉积岩地层,岩矿展呈65°~75°倾斜,走向南北。原设计钻孔顶角10°,方位角105°(垂直于矿层走向)。钻遇地层有寒武系灰岩和泥盆系砂岩含矿层,钻孔施工弯曲严重而达不到地质要求,自1982年以来,利用地层自然弯曲规律,设计初级定向孔。共施工钻孔32个;平均孔深203m,总进尺6488.12m;孔斜合格率达100%(顶角小于3°/100m;见矿点偏离勘探线距离控制在10m合格范围内);全部钻孔中除ZK24遇50m以上深的溶洞,无法继续施工外,其它均达到地质目的;1985年台月效率比1982  相似文献   

10.
巴拿马BalBoa港第三期工程码头钻孔灌注桩工程是巴拿马乃至中南美洲第一次在海上La-Boca地层施工钻孔灌注桩,该海相凝灰质细砂岩的特点是遇空气后很快风化分散,极不稳定,孔壁稳定性问题是钻进成孔中的主要难题。通过科学地实验和分析,优选钻孔桩冲洗液护壁方案,取得了良好效果。详细介绍了该钻孔桩冲洗液优选方法及应用效果。  相似文献   

11.
This study presents a laboratory study of the following two aspects: (1) the influence of sea laver treatment acid on the geoenvironmental properties of Ariake Sea tidal mud, and (2) the natural remediation effect on the sea laver treatment acid contaminated Ariake Sea tidal mud caused by the upward seepage of pore water liquid in the mud. Firstly, the mechanisms of the transport of sea laver treatment acid in the Ariake Sea tidal mud and the generation mechanisms of the upward seepage flow in the Ariake Sea tidal mud are discussed. Secondly, a series of one-dimensional laboratory infiltration tests were carried out to investigate the deterioration of the Ariake Sea tidal mud caused by the sea laver acid treatment practice. Test results reveal that the acid treatment practice caused considerable change in the geochemical properties of the mud in terms of increase in sulfide content and decrease in pH value. After the treatment by the sea laver treatment acid, the sulfide content of the mud even exceeded the safe limit value for the benthos, which represents undesirable living condition for benthos. Thirdly, series of laboratory fresh seawater infiltration tests for the deteriorated Iida site mud were conducted to illustrate this natural remediation efficiency. It is found that with the infiltration of the fresh seawater, the sulfide content of the Iida site mud was considerably reduced and pH value increased to an acceptable range for benthos living in the tidal flat mud. With the increase in the infiltration time and the hydraulic gradient, the remediation efficiency could be increased.  相似文献   

12.
辽东湾北部浅海区底泥镉元素形态特征   总被引:1,自引:0,他引:1  
刘明华 《地质与资源》2010,19(2):123-126,104
依据辽东湾浅海区底泥的52件样品中镉元素全量和各形态的测试数据,研究了镉元素存在形态的分布特征和相关性,并探讨了底泥镉形态的环境因素和生态效应.结果表明,底泥中的镉含量为较高水平,非残渣态含量极高,占总量的90%.非残渣态镉主要为离子交换态(44.38%)和碳酸盐结合态(21.38%).镉的全量与各种形态都有极显著的相关性,并且分布特征一致,最高样点都分布在锦州湾.底泥镉的各种形态与底泥的有机质和海水环境中镉存在显著的相关性.底泥的离子交换态镉与脉红螺的镉有正相关关系.  相似文献   

13.
在定容条件下,实验研究了甲烷水合物在含水量不同的多孔海泥中的生成特性。所使用的海泥平均孔径为12178 nm,总孔容为4997×10-2 ml/g,比表面积为16412 m2/g。所用海泥样品含水量为40%,实验的温度范围为27415~28115 K,初始生成压力范围为102~144 MPa。实验结果表明,甲烷水合物在海泥中的生成速率以及气体消耗量随着初始压力的增加而增大,随着温度的降低而增大。海泥的复杂孔隙结构能够促进水合物的成核,但会降低水的最终转化率,其作用随着温度的升高与压力的降低而增大。  相似文献   

14.
微晶丘成因新认识   总被引:16,自引:0,他引:16  
微晶丘主要由灰泥组成,仅见少量生物碎屑,其成因尚无圆满解释。借鉴现代海底勘查成果,依据北京西山微晶丘、白云鄂博赋矿微晶丘、腮林忽洞微晶丘的特征,认为微晶丘是海底热水(伴CO2)的化学作用产物:现代海底勘查发现的微晶丘是形成于洋中脊、热点或弧后盆地;北京西山等地的纯灰岩微晶丘是形成于大陆内部;而白云鄂博赋矿白云岩是一个大型微晶丘,形成于被动大陆边缘。微晶丘中的生物作用仅是深海热水活动的伴生作用,并不是微晶丘形成的主导作用。  相似文献   

15.
There are significant differences in type and distribution between marine source rock and continental source rock. According to the iithology, the Cambrian-Ordovician source rock in the Tarim basin is divided into two types: the carbonate source rock and the mud source rock. The two sets of source rocks are developed mainly in three sets of formations, Lower-Middle Cambrian carbonate source rock and mud source rock, Lower-Middle Ordovician mud source rock and Upper Ordovician lime mud source rock. The stratigraphic and areal distributions of the source rocks are controlled by the altitude and the sedimentary facies respectively. The mud source rock is developed in slope-semi deep sea environment. The source rock developed in the slope sedimentary environment is related with the anoxic environment and the one developed in semi deep sea has a close relationship with the up-flowing sea water. The carbonate source rock is developed mainly in platform slope of highstand systems tract and it is usually intimately associated with the salt rock. The Lower-Middle Cambrian carbonate source rock is developed mainly in the Bachu, Tazhong, Tangguzibasi and Yingmaili areas. The Lower-Middle Cambrian mud source rock is mainly developed in the areas east of the line of Kunan 1-Tadong 1. The Lower-Middle Ordovician mud source rock is developed mainly in the east slope of the Manjiaer depression. The carbonate source rock of Early Ordovician is developed mainly in the platform slope of highstand systems tract, such as the south margin of Tabei, the north slope of Tazhong, the Bachu area and Keping area.  相似文献   

16.
Submarine gravity currents, especially long run‐out flows that reach the deep ocean, are exceptionally difficult to monitor in action, hence there is a need to reconstruct how these flows behave from their deposits. This study mapped five individual flow deposits (beds) across the Agadir Basin, offshore north‐west Africa. This is the only data set where bed shape, internal distribution of lithofacies, changes in grain size and sea floor gradient, bed volumes, flow thickness and depth of erosion into underlying hemipelagic mud are known for individual beds. Some flows were 30 to 120 m thick. However, flows with the highest fraction of sand were less than 5 to 14 m thick. Sand was most likely to be carried in the lower 5 to 7 m of these flows. Despite being relatively thin, one flow was capable of transporting very large volumes of sediment (ca 200 km3) for large distances across very flat sea floor. These observations show that these relatively thin flows could travel quickly enough on very low gradients (0·02° to 0·05°) to suspend sand several metres to tens of metres above the sea floor, and maintain those speeds for up to 250 km across the basin. Near uniform hemipelagic mud interval thickness between beds, and coccolith assemblages in the mud caps of beds, suggest that the flows did not erode significantly into the underlying sea floor mud. Simple calculations imply that some flows, especially in the proximal part of the basin, were powerful enough to have eroded hemipelagic mud if it was exposed to the flow. This suggests that the flows were depositional from the moment they arrived at a basin plain location, and that deposition shielded the underlying hemipelagic mud from erosion. Reproducing the field observations outlined in this exceptionally detailed field data set is a challenge for future experimental and numerical models.  相似文献   

17.
填海工程使滨海地区的地下水物理化学条件改变,导致该区域地下水中重金属浓度升高。本文以深港西部通道填海区为例,采用实验室模拟填海条件的办法,初步探讨了影响填海区地下水重金属迁移的关键因素。模拟实验结果表明,填海区地下水中钨元素含量升高与地下水淡化、淤泥氧化过程以及填料风化有关;铜元素含量升高则与淤泥氧化过程以及填料风化有关;钒元素含量升高与地下水淡化和淤泥氧化过程有关,而其他元素含量升高则主要与填料风化释放有关。  相似文献   

18.
塔里木盆地塔中地区志留系沉积相模式探讨   总被引:31,自引:6,他引:31  
研究表明塔中志留系为陆表海碎屑潮坪沉积。从其沉积特点及古地理背景出发,结合古陆表海环境的水动力特点,建立起塔中地区志留系的陆表海碎屑潮坪沉积模式,认为它可分为三个微相:泥坪、砂泥坪和砂坪。部分泥坪和大部分砂泥坪发育在水下,砂坪的沉积水动力与现代的潮坪相比相对较弱。障壁岛沉积不发育,潮汐流和风暴流对碎屑搬运和改造起主要作用,砂坪和砂泥坪中潮汐水道沉积和风暴沉积发育。水进时垂向上发育向上变粗的沉积序列,砂体中广泛发育交错层理;水退时可形成大面积连续性好的砂体及分布面积广而稳定的泥坪。砂坪微相的一些水下高地存在可能成为有利储层的纯净的石英砂岩。塔中11井实例说明此相模式在塔中志留系的研究中是适用的。  相似文献   

19.
Late-Holocene evolution of the Mahakam delta, East Kalimantan, Indonesia   总被引:1,自引:0,他引:1  
The late-Holocene Mahakam delta, located along the tropical eastern shore of Kalimantan, Indonesia, is considered to be a textbook example of a mixed tide–fluvial dominated delta system. The delta prograded about 60 km during the past 5000 years, which led to the development of a distinct network of distributary and tidal channels. Wave action is low due the limited fetch in the narrow strait of Makassar. Mahakam River discharge is about a quarter of the Mississippi River discharge and is characterized by absence of flood surges. Therefore, natural levees, crevasse splays and avulsions are absent in the delta plain. For the past four decennia, both modern and ancient Mahakam delta deposits have been studied in detail in order to better understand subsurface Miocene and Tertiary Mahakam deposits, which host large volumes of hydrocarbons.

This study focuses on the dynamics and stratal patterns of delta plain, delta-front platform deposits and suspended sediments. Due to the predominance of semi-diurnal tides and the associated flow reversals, depositional patterns are highly variable which has resulted in the formation of characteristic sand–mud couplets. The distribution of the sand–mud couplets found in this study differs from previously proposed conceptual models. They are limited to the fluvial domain and form in the distributary channels (lateral channel bar) or at the fluvial dominated delta-front platform, which flanks the mouth bar deposits in offshore direction. The sand–mud couplets which formed as delta-front platform and lateral channel bar deposits are similar and can only be identified based on their 14C age. The sand content decreases significantly towards the tidal dominated areas due to limitation in transport capacity. Turbidity measurements taken in front of the river mouth also show rapid settlement of river plume sediments.

Some 22 new AMS 14C dates show that late Holocene sea level history resembles the eustatic sea level curve giving a first approximation of the Late Holocene sea level history for East Kalimantan. The dates suggest that the progradational delta system evolved under conditions of slowly rising sea level, which compares well to the eustatic sea level curve. In addition, calculated averaged deposition rates of the sand–mud couplets indicate that deposition is driven by the spring–neap tide cycles instead of the daily tidal cycle.  相似文献   


20.
在海上进行工程地质钻探作业时,对砂粒、松散岩、风化岩等地层需采用泥浆护壁,采用淡水配置泥浆才能达到最佳效果。创建一种海水造浆双流程模型,一级流程装置输出的初纯水满足高性能泥浆用水标准;二级流程去除水中残存的盐类,制成适于饮用的超纯水。设计的实用海水造浆装置,包括海水预处理、反渗透装置、EDI分离器及维护控制系统等,从而突破了海上勘探受制于平台空间、载荷、淡水成本等因素制约,有效地降低了勘探成本。  相似文献   

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