標(biāo)題: Titlebook: Deep-Sea Sediments; Physical and Mechani Anton L. Inderbitzen Book 1974 Springer Science+Business Media New York 1974 Atlantic Ocean.Indian [打印本頁(yè)] 作者: 外表 時(shí)間: 2025-3-21 19:03
書(shū)目名稱Deep-Sea Sediments影響因子(影響力)
作者: dithiolethione 時(shí)間: 2025-3-22 00:15
Sea-Floor Soil Mechanics and Trafficability Measurements with the Tracked Vehicle “RUM”he use of RUM in a soil mechanics and trafficability study program is also described. Highlights of over 400 operating hours on the sea floor at depths ranging from 40 to 1880 meters illustrates the problems encountered and the experience that has been obtained in this program. A limited amount of data is presented.作者: 集合 時(shí)間: 2025-3-22 02:50
Georg Sp?ttl,Gert Loose,Matthias Beckeral variability. In shallow water, sediment types, and consequently their properties, may vary greatly over short distances. In the deep sea, sediment types are fewer, and the main types occupy vast areas. Within the term “deep-sea sediments” must be included the turbidites which form large abyssal p作者: bile648 時(shí)間: 2025-3-22 08:16 作者: Rotator-Cuff 時(shí)間: 2025-3-22 11:17 作者: 丑惡 時(shí)間: 2025-3-22 15:39
New Social Development: A Paradigm Shifthe development of material constitutive equations for submarine soils that can be combined with the classical field equations to yield a unique solution for a given set of boundary and initial conditions.作者: 丑惡 時(shí)間: 2025-3-22 20:08
https://doi.org/10.1057/9780230117655ugh direct in situ testing or laboratory testing of samples. Laboratory testing provides a degree of flexibility, control, and economy not usually achieved with in situ testing and is, therefore, given primary attention in this paper. The area of sediment property determination for direct embedment 作者: 舉止粗野的人 時(shí)間: 2025-3-22 22:39
https://doi.org/10.1007/978-1-4615-0091-9 interparticle bonding may be the major cause of the difference..Although the nature and stability of these bonds are unknown, various tests are made to infer the brittle nature of the bonding and indicate stress-strain-pore pressure parameters..Consolidation and shear tests, as well as standard cla作者: 表主動(dòng) 時(shí)間: 2025-3-23 01:26
Jean E. Rhodes,Jennifer G. Roffman in the discussion are the advantages and disadvantages of spade cores compared to conventional smalldiameter cores..The “undisturbed” nature of spade cores is also illustrated. Changes in temperature or storage in water for periods up to 7.5 months do not significantly alter the shear strength of t作者: Mystic 時(shí)間: 2025-3-23 08:22 作者: 冰河期 時(shí)間: 2025-3-23 13:22
Developmental Biology Protocolst a linear void ratio-pressure relation in contrast to the non-linear relation as ordinarily observed in clay soils. The use of this linear relation will provide a more accurate evaluation of preconsolidation pressures of marine sediments..Testing of deeply buried marine sediments obtained from the 作者: faculty 時(shí)間: 2025-3-23 16:35 作者: entrance 時(shí)間: 2025-3-23 19:24 作者: Duodenitis 時(shí)間: 2025-3-23 22:31 作者: 花束 時(shí)間: 2025-3-24 02:43
Troy A. Giambernardi,Robert J. Klebem.) were placed on the floor of the San Diego Trough at a water depth of 1240 m to observe their short-term and long-term settlement behavior. Emplacement of the blocks and periodic observations of their settlement during a two-year period were accomplished using Lockheed’s submersible Deep Quest. I作者: Antagonist 時(shí)間: 2025-3-24 06:49 作者: 青石板 時(shí)間: 2025-3-24 13:01 作者: Pudendal-Nerve 時(shí)間: 2025-3-24 15:24
Lisa M. Spain,Lisa L. Lau,Yousuke Takahamales exposed to bottom currents. Important controls on these forces involve the dynamics of turbulent boundary-layer flow, the physical and chemical nature of the sediment particles, and the past history of the sediment, including effects of flocculation and the activity of benthic organisms. Time sc作者: detach 時(shí)間: 2025-3-24 21:32 作者: Graves’-disease 時(shí)間: 2025-3-25 02:09
Analysis of Mammary Gland Morphogenesisnts: (a) terrigenous turbidites in the Ganges and Indus Cones and the Somali Abyssal Plain; (b) siliceous clay and ooze in equatorial and Antarctic regions; (c) pelagic brown and red clay in deep and central areas remote from land; (d) calcareous ooze in relatively shallow areas. In addition, we hav作者: 厭煩 時(shí)間: 2025-3-25 07:22 作者: Inclement 時(shí)間: 2025-3-25 09:14 作者: 令人心醉 時(shí)間: 2025-3-25 14:35
An Analysis of the Vane Shear Test at Varying Rates of ShearVane shear tests were performed at varying rates of shear on three types of cohesive sediment: a clayey silt, a calcareous ooze, and a red clay. The shear strength was found to vary significantly for the range of shear rates typically used by researchers and practicing engineers. A standard rate of 0.0262 rad/s (90 deg/min) is recommended.作者: Lime石灰 時(shí)間: 2025-3-25 17:25 作者: 他日關(guān)稅重重 時(shí)間: 2025-3-25 21:19
978-1-4684-2756-1Springer Science+Business Media New York 1974作者: 驚呼 時(shí)間: 2025-3-26 02:15
New Social Development: A Paradigm Shifthe development of material constitutive equations for submarine soils that can be combined with the classical field equations to yield a unique solution for a given set of boundary and initial conditions.作者: Petechiae 時(shí)間: 2025-3-26 05:04 作者: Anterior 時(shí)間: 2025-3-26 12:12
Prediction of Deep-Sea Sediment Properties: State-of-the-Artal variability. In shallow water, sediment types, and consequently their properties, may vary greatly over short distances. In the deep sea, sediment types are fewer, and the main types occupy vast areas. Within the term “deep-sea sediments” must be included the turbidites which form large abyssal p作者: 構(gòu)想 時(shí)間: 2025-3-26 14:26
Marine Geomechanics: Overview and Projectionsimed at determining basic stress-strain parameters in relation to sediment processes are scarce. There are important differences between some deep-sea sediments and most finegrained terrestrial soils including compositional differences and differences due to rate of deposition, pressure, and tempera作者: expire 時(shí)間: 2025-3-26 20:19 作者: 難理解 時(shí)間: 2025-3-27 00:11 作者: SENT 時(shí)間: 2025-3-27 04:51 作者: 正論 時(shí)間: 2025-3-27 07:49
Strength and Stress-Strain Characteristics of Cemented Deep-Sea Sediments interparticle bonding may be the major cause of the difference..Although the nature and stability of these bonds are unknown, various tests are made to infer the brittle nature of the bonding and indicate stress-strain-pore pressure parameters..Consolidation and shear tests, as well as standard cla作者: 歡樂(lè)中國(guó) 時(shí)間: 2025-3-27 09:57
Usefulness of Spade Cores for Geotechnical Studies and Some Results from the Northeast Pacific in the discussion are the advantages and disadvantages of spade cores compared to conventional smalldiameter cores..The “undisturbed” nature of spade cores is also illustrated. Changes in temperature or storage in water for periods up to 7.5 months do not significantly alter the shear strength of t作者: 書(shū)法 時(shí)間: 2025-3-27 14:06
Settlement Characteristics of Sea-Floor Sediments Subjected to Vertical Loadsre made for the long-term settlement behavior of small footing-type foundations for each of the sites. The foundations were placed at four of the sites and their behavior monitored. Interrelationships of sediment properties, including consolidation and secondary compression coefficients, are discuss作者: 胰島素 時(shí)間: 2025-3-27 21:37
Consolidation of Marine Clays and Carbonatest a linear void ratio-pressure relation in contrast to the non-linear relation as ordinarily observed in clay soils. The use of this linear relation will provide a more accurate evaluation of preconsolidation pressures of marine sediments..Testing of deeply buried marine sediments obtained from the 作者: 考博 時(shí)間: 2025-3-28 00:09
Deep-Sea Foundation and Anchor Engineeringe need exists for research and development. Techniques for predicting bearing capacity are discussed, and their shortcomings outlined. Techniques for estimating the short-term holding capacity of propellant-embedded anchors are discussed, and required information on long-term holding capacity and re作者: cardiopulmonary 時(shí)間: 2025-3-28 05:12
Standardization of Marine Geotechnics Symbols, Definitions, Units, and Test Proceduresce book of symbols and definitions. A synopsis of applicable SI units in marine geotechnics is made from the American Society for Testing and Materials (ASTM) and the U. S. National Bureau of Standards guides; relevant conversion formulas from old metric and U. S. customary units to SI units are pre作者: Cuisine 時(shí)間: 2025-3-28 08:22 作者: canvass 時(shí)間: 2025-3-28 13:28 作者: definition 時(shí)間: 2025-3-28 16:03
In Situ Measurement of Sediment Acoustic Properties During Coringwhich has been developed for attachment to sediment corers in order to obtain an in situ sound-speed profile during a coring operation. The system uses two electroacoustic transducers mounted in the cutting head of the corer and associated electronic circuitry to measure the travel time of an acoust作者: 整頓 時(shí)間: 2025-3-28 19:19
Sea-Floor Soil Mechanics and Trafficability Measurements with the Tracked Vehicle “RUM”he use of RUM in a soil mechanics and trafficability study program is also described. Highlights of over 400 operating hours on the sea floor at depths ranging from 40 to 1880 meters illustrates the problems encountered and the experience that has been obtained in this program. A limited amount of d作者: diskitis 時(shí)間: 2025-3-29 00:50
Erodibility of Fine Abyssal Sedimentles exposed to bottom currents. Important controls on these forces involve the dynamics of turbulent boundary-layer flow, the physical and chemical nature of the sediment particles, and the past history of the sediment, including effects of flocculation and the activity of benthic organisms. Time sc作者: 確定方向 時(shí)間: 2025-3-29 06:20
The Effects of the Benthic Fauna on the Physical Properties of Deep-Sea Sedimentshe results are a variety of identifiable structures which are abundant both at the sediment-water interface and preserved in deeper layers. These “Lebensspuren” are always common in sediments, except where sedimentation rates or other physical processes have obscured them..In the deep sea, invertebr作者: 使絕緣 時(shí)間: 2025-3-29 07:42 作者: Gobble 時(shí)間: 2025-3-29 15:21 作者: 萬(wàn)花筒 時(shí)間: 2025-3-29 16:35 作者: 現(xiàn)任者 時(shí)間: 2025-3-29 22:32
https://doi.org/10.1057/9780230117655ht, water content, void ratio, and shear strength. At best, most of the correlations provide only an approximation and are restricted to the sediment type or local area from which the basis for the correlation was developed.作者: 人類學(xué)家 時(shí)間: 2025-3-30 01:52 作者: Assignment 時(shí)間: 2025-3-30 07:07
Developmental Biology Protocols sediments is that under equal loads the carbonate sediments do not consolidate to as low a final void ratio as noncarbonates..The permeability of the sediments undergoing consolidation testing were determined by the use of the time-compression curves. The relationship between void ratio and coeffic作者: conjunctivitis 時(shí)間: 2025-3-30 08:52
Troy A. Giambernardi,Robert J. Klebehe two test sites. Settlement analyses included consideration of initial settlement, primary consolidation, secondary compression, and shear failure phenomena..Results of settlement predictions approximate the total actual settlement observed. Differences between the predicted settlement and the obs作者: 使腐爛 時(shí)間: 2025-3-30 13:15 作者: 口味 時(shí)間: 2025-3-30 18:45 作者: intangibility 時(shí)間: 2025-3-30 21:12 作者: 使隔離 時(shí)間: 2025-3-31 03:01 作者: 咯咯笑 時(shí)間: 2025-3-31 05:47 作者: Lipoprotein(A) 時(shí)間: 2025-3-31 11:30
The Role of Laboratory Testing in the Determination of Deep-Sea Sediment Engineering Propertiess of tests performed on “red” clay are given. The two examples given provide information for predicting the holding capacity of an embedment anchor. The examples are followed by a discussion of suggested additional research.作者: deadlock 時(shí)間: 2025-3-31 15:11 作者: 弓箭 時(shí)間: 2025-3-31 18:12 作者: 角斗士 時(shí)間: 2025-4-1 00:27
