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861.
The maximum error in ocean depth measurement as specified by the International Hydrographic Organization is 1% for depth greater than 30m. Current acoustic multibeam bathymetric systems used for depth measurement are subject to errors from various sources which may significantly exceed this limit. The lack of sound speed profiles may be one significant source of error. Because of the limited ability of sound speed profile measurement, depth values are usually estimated using an assumed profile. If actual sound speed profiles are known, depth estimate errors can be corrected using ray-tracing methods. For depth measurements, the calculation of the location at which a sound pulse impinges on the sea bottom varies with the variation of the sound speed profile. We demonstrate that this location is almost unchanged for a family of sound speed profiles with the same surface value and the same area under them. Based on this observation, we can construct a simple constant-gradient equivalent sound speed profile to correct errors. Compared with ray-tracing methods, the equivalent sound speed profile method is more efficient. If a vertical depth is known (or independently measured), then depth correction for a multibeam system can be accomplished without knowledge of the actual sound speed profile. This leads to a new type of precise acoustic multibeam bathymetric system.  相似文献   
862.
Abstract

Soil solidification technology can create an artificial hard shell on a soft soil surface but the type and proportion of the curing agent, the construction technology, and the strengthening depth have large influences on the strengthening effect and engineering cost. This study introduces a new technology of soil solidification whereby an artificial hard shell layer is used as a new method to improve the soft ground. For the in-situ solidification technology, the soil and curing agent are mixed well by using a strong stirring machine so that the soil is strengthened rapidly and forms a hard crust. We introduce the key technology of the in-situ soil solidification method and determine the in-situ crust carrying capacity. The indoor experiment on the curing agent proportions is validated with field tests and a vane shear test, static penetration test, and plate loading test are used to evaluate the reinforcement effect. The experimental results show that the in-situ curing technology of dredged fill processing markedly reduced the reinforcement depth range of the soil water content, improved the physical and mechanical indices, and increased the bearing capacity and strength of the artificial hard shell layer, thereby fully meeting the requirements for the bearing capacity of construction machinery.  相似文献   
863.
青河县哈腊苏铜矿床Ⅰ号矿化带位于准噶尔北缘卡拉先格尔斑岩铜矿带,铜矿化主要呈不均匀团块、细脉或细脉浸染状产于花岗闪长斑岩、石英闪长斑岩及玄武岩、辉斑玄武岩围岩中。矿石中石英和方解石流体包裹体划分为H_2O-NaCl型和H_2O-CO_2(±CH_4/N_2)-NaCl型。成矿温度主要集中在120~431℃,峰值在390、290和190℃。成矿流体盐度(w(NaCl_(eqv)))变化于0.53%~66.76%,峰值在19.5%、12.5%、9.5%和1.5%。密度为0.55~1.11 g/cm~3。矿脉中石英和方解石的δ~(18)O_(SMOW)值为2.9‰~12.3‰,δ~(18)O_(H_2O)值为—5.81‰~4.83‰,δD_(SMOW)为-129‰~-80‰,表明成矿流体主要为岩浆水和混合大气降水。方解石的δ~(13)C_(PDB)变化于-2.4‰~-1.4‰,δ~(18)O_(SMOW)为8.3‰~9.2‰,表明流体中的碳来自岩浆。对辉钼矿石英脉中辉钼矿进行了Re-Os同位素测年,获得等时线年龄为(378.3±5.6)Ma,与花岗闪长斑岩锆石SHRIMP U-Pb年龄(381~375 Ma)在误差范围内一致。早期成矿作用发生在中泥盆世,与斑岩有关,晚期叠加成矿作用发生在中、晚三叠世,与构造-岩浆-热液活动有关。  相似文献   
864.
利用辽宁区域数字地震台网2008-01?2018-12近场小地震波形资料,采用剪切波分裂(SAM)方法计算辽宁南部地区8个台站的快剪切波偏振方向和慢剪切波时间延迟,主要分析营口(YKO)台和盖县(GAX)台的剪切波分裂参数.分析结果表明:1)8个台站的快剪切波偏振优势方向以NE-NEE和NW两个方向为主,其中5个台站的...  相似文献   
865.
The use of latest Pleistocene-Holocene paleosols in defining Chinese climatic sequences is plagued by poor chronological controls caused primarily by the use of radiocarbon dates derived from bulk soil carbon. Dating of a post-glacial aeolian/paleosol sequence in the Pigeon Mountain basin of north-central China, using culturally deposited charcoal, support a wide array of other data suggesting the Younger Dryas was a period of cooler dryer conditions marked by wide-spread aeolian deposition. Periods of soil formation and higher lake levels bracket this climatic event. Climatic variability immediately before, during and immediately after the Younger Dryas interval is associated with rapid technological elaboration and innovation in the production and use of chipped stone tools, and perhaps, ground stone. © 1998 John Wiley & Sons, Inc.  相似文献   
866.
Ni  Jing  Li  Shan-Shan  Geng  Xue-Yu 《Acta Geotechnica》2022,17(12):5411-5427
Acta Geotechnica - In the last decade, biopolymers have been used as organic soil binders in ground improvement and earthen construction material modification. Although biopolymer-treated soils...  相似文献   
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