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81.
Installation of a vertical slurry wall around an Italian quarry lake: complications arising and simulation of the effects on groundwater flow 总被引:1,自引:0,他引:1
Slurry walls are non-structural barriers that are constructed underground to impede groundwater flow or manage groundwater
control problems. The study area is in the Piemonte plain (Italy), close to the River Po. Quarrying works carried out below
the piezometric surface created two big quarry lakes. The local groundwater system is characterized by a lower semi-confined
aquifer, which is overlain by a semi-permeable bed of clayey peat (aquitard) and an upper unconfined aquifer. Locally, the
peat fades away and the granulometry of this horizon becomes silty sandy. A planned enlargement of the quarry will increase
the size and depth of the quarry lakes. So the aquitard bed between the two aquifers will be damaged, creating a mixing rate
of groundwater. Such a procedure would not be compatible with the presence of two municipal wells upstream from the quarries.
Consequently, the installation of a vertical diaphragm (slurry wall) is recommended to separate the aquifers and to act as
a filter for the groundwater flowing from the unconfined to the semi-confined aquifer. To predict the consequences caused
by the installation of the vertical diaphragm separating the unconfined aquifer and the semi-confined one, a specifically
adjusted finite-difference model was used. The model showed a maximum rising of the water table equal to 12 cm, just upstream
of the diaphragm and for a distance of about 100 m, and a maximum lowering of 2 cm just downstream of the diaphragm. However,
the slurry wall would not cause any change in the piezometric head in the area where there are municipal wells and, hence,
will not have any negative effect on the functionality of the municipal wells. Moreover, the migration of water from the unconfined
aquifer through the vertical diaphragm will stimulate a series of attenuation and auto-depuration processes of eventual contaminants.
These processes are due to the higher crossing time that the groundwater flow takes to go through the vertical barrier (t
a = 96.5 days, whereas for the horizontal semi-permeable layer t
a = 9.6 days). So, the vertical diaphragm can be a resolutive element, representing a mediation and separation factor between
the unconfined and the semi-confined aquifers along the border of the quarrying areas, and a protective barrier for the water
quality of the quarry lake and the semi-confined aquifer. 相似文献
82.
Seismic Passive Earth Pressure Behind Non-vertical Retaining Wall Using Pseudo-dynamic Analysis 总被引:3,自引:0,他引:3
Priyanka Ghosh 《Geotechnical and Geological Engineering》2007,25(6):693-703
This paper shows a detailed study on the seismic passive earth pressure behind a non-vertical cantilever retaining wall using
pseudo-dynamic analysis. A planar failure surface has been considered behind the retaining wall. The effects of soil friction
angle, wall inclination, wall friction angle, horizontal and vertical earthquake acceleration on the passive earth pressure
have been explored. Unlike the Mononobe–Okabe method, which incorporates pseudo-static analysis, the present analysis predicts
a nonlinear variation of passive earth pressure along the wall. The results have been thoroughly compared with the existing
values in the literature. 相似文献
83.
Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case 总被引:8,自引:0,他引:8
Prediction of the seismic rotational displacements of retaining wall under passive condition is an important aspect of design in earthquake prone region. In this paper, the pseudo-dynamic method is used to compute the rotational displacements of rigid retaining wall supporting cohesionless backfill under seismic loading for the passive earth pressure condition. The proposed method considers time, phase difference and effect of amplification in shear and primary waves propagating through both the backfill and the retaining wall. The influence of ground motion characteristics on rotational displacement of the wall is evaluated. Also the effects of variation of parameters like wall friction angle, soil friction angle, amplification factor, shear wave velocity, primary wave velocity, period of lateral shaking, horizontal and vertical seismic accelerations on the rotational displacements are studied. The rotational displacement of the wall increases substantially with increase in amplification of both shear and primary waves, time of input motion, period of lateral shaking and decreases with increase in soil friction angle, wall friction angle. The rotational displacements of the wall also increase when the effect of wall inertia is taken into account. Results are provided in graphical form. 相似文献
84.
隧道开挖过程中的渗透变形问题分析——结合南京地区工程实例 总被引:1,自引:0,他引:1
本文从水文地质条件、土体结构和力学性质等方面分析了南京地区土层中隧道开挖所引起的渗透变形问题。经研究认为可通过控制所构筑地下防渗墙深度、厚度及质量来防止渗透变形。实践证明该方法是有效的。 相似文献
85.
每一眼管井在井结构确定的条件下,有一个最大允许出水量,而盲目追求增大出水量,势必造成管井涌砂,过滤管腐蚀和堵塞的加剧。松散含水层供水管井允许出水量既要满足地下水允许开采量“宏观”定义要求,从供水管井使用寿命考虑又要满足管井两个流速参数:井壁允许进水流速和滤管允许进水流速。本文给出了管井允许出水量确定方法和计算框图,并以实例说明之,在具体应用时某些细节也予以了说明。 相似文献
86.
云南禄丰煤岩与围岩中富勒烯(C60)物质的初步探索 总被引:3,自引:0,他引:3
中国云南煤中是否存在富勒烯还没有科学定论。本工作运用高效液相色谱方法,对中国云南禄丰晚三叠世煤岩及其围岩中是否存在天然富勒烯物质的问题进行了探索性研究;同时发展了适于从复杂地质样品中分离纯化富勒烯和定性与定量检测富勒烯的一套技术方法。结果显示,从定性角度有两个样品确实存在富勒烯。本文据此提出,富勒烯的赋存与煤岩/围岩交互相上的含煤碳质泥岩有着密切的关系。下一步研究应着重调查比煤岩与顶板和底板界面层并大力研究其中天然富勒烯的地学成因。本工作的意义还在于为今后我国加入和独立开展以富勒烯类物质(如C60/C70)及其衍生物质(如He C60 C70)作为地球化学示踪物的古地球突变大事件的研究,奠定了实验方法学基础。 相似文献
87.
钢筋混凝土带暗支撑双功能剪力墙的力学计算模型 总被引:3,自引:0,他引:3
提出了钢筋混凝土带暗支撑双功能剪力墙结构。在试验研究基础上,建立了该体系的力学计算模型,计算结果与实测结果符合较好。 相似文献
88.
钢筋混凝土剪力墙结构基于自平衡力的非线性地震反应分析 总被引:6,自引:1,他引:6
本文简要评述了现有钢筋混凝土剪力墙的非线性分析模型,着重介绍了多竖线单元模型,并对其竖向单元的轴向刚度和水平弹簧的剪切刚度分别建议了改进的滞变模型,最后将基于自平衡力的非线性动力反应分析方法应用于求解剪力墙结构的非线性地震反应,并用传统分析方法对其结果进行了检验,表明该分析方法计算简便,而且是有效和可靠的。 相似文献
89.
详细介绍了江门市某病挡土墙的工程治理实践,通过对病害挡土墙的原因分析,提出了合理的整治方案及施工处理措施,达到预期整治效果。 相似文献
90.
气举反循环钻深度的理论计算与加深试验 总被引:2,自引:0,他引:2
运用气举反循环钻进、在满足一定条件下适当增加双壁钻具长度即可得到较大钻进孔深,本文通过理论计算及实验,证实了使用现有设备,气举气循环可以更好的满足超午米深水井的施工要求。 相似文献