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Journal ArticleDOI

Use of liquefaction-induced features for paleoseismic analysis - An overview of how seismic liquefaction features can be distinguished from other features and how their regional distribution and properties of source sediment can be used to infer the location and strength of Holocene paleo-earthquakes

TLDR
In the field of geotechnical analysis of sediment deformation, the most important criterion is that a seismic liquefaction origin requires widespread, regional development of features around a core area where the effects are most severe.
About
This article is published in Engineering Geology.The article was published on 1996-10-01. It has received 457 citations till now. The article focuses on the topics: Paleoliquefaction & Liquefaction.

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Journal ArticleDOI

Global review of human-induced earthquakes

TL;DR: The Human-Induced Earthquake Database (HiQuake) as discussed by the authors is a comprehensive record of earthquake sequences postulated to be induced by anthropogenic activity, spanning the period 1868-2016.
Journal ArticleDOI

Identifying triggers for liquefaction-induced soft-sediment deformation in sands

TL;DR: In this paper, a methodology is proposed for analysing soft-sediment deformation structures within their overall sedimentological and palaeoenvironmental context in order to refine and improve criteria for distinguishing the action of ‘external’ (allogenic) triggers, including earthquakes, from ‘internal” (autogenic) trigger.
Journal ArticleDOI

Recognising triggers for soft-sediment deformation: Current understanding and future directions ☆

TL;DR: Most of the papers in this special issue were presented at a session entitled “The recognition of trigger mechanisms for soft-sediment deformation” at the 27th IAS Meeting of Sedimentology in Alghero, Sardinia, Italy, which took place from 20th-23rd September 2009 as mentioned in this paper.
Journal ArticleDOI

Mechanisms and controls on the formation of sand intrusions

TL;DR: In this article, the formation of sandstone dykes and sills is investigated by considering them as natural hydraulic fractures, where the seal on an unconsolidated, overpressured sand body fails the resulting steep hydraulic gradient may cause the sand to fluidize.
Journal ArticleDOI

Recognition of trigger mechanisms for soft-sediment deformation in the Pleistocene lacustrine deposits of the SantʻArcangelo Basin (Southern Italy): Seismic shock vs. overloading

TL;DR: In this article, a detailed morphological analysis and detailed analysis of the soft-sediment deformation structures in fine-grained sandstone and claystone alternations are presented.
References
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Book

Soil mechanics in engineering practice

TL;DR: In this article, the authors present a survey of the properties of soils and their properties in terms of Hydraulics of Soils, Hydraulic and Mechanical Properties of Soil Exploration Hydraulic, Mechanical, and Hydraulic properties of soil.

Fundamentals of soil behavior

TL;DR: In this paper, the authors developed an understanding of the factors determining and controlling the engineering properties of soil, the factors controlling their magnitude, and the influences of environment and time, and developed a two-part book which contains the following chapters: Part 1 - the nature of soils; bonding, crystal structure and surface characteristics; soil mineralogy; soil formation and soil deposits; determination of soil composition; soil water; clay-water-electrolyte system; soil fabric and its measurement; Part 2 - soil behavior; soil composition and engineering properties; effective, intergranular
Journal ArticleDOI

Simplified procedure for evaluating soil liquefaction potential

TL;DR: Significant factors affecting the liquefaction (or cyclic mobility) potential of sands during earthquakes are identified, and a simplified procedure for evaluating the potential of sand during earthquakes is presented as mentioned in this paper.
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Landslides caused by earthquakes

TL;DR: In this paper, the authors studied the characteristics, geologic environments, and hazards of landslides caused by seismic events and found that the maximum area likely to be affected by landslides in a seismic event increases from approximately 0 at M ≅ 4.0 to 500,000 km2 at M = 9.2.
Book

Sedimentary structures, their character and physical basis

TL;DR: In this article, a model of transverse bedforms in Unidirectional Flows is presented, along with cross-stratification patterns of Ripples and Dunes in Changing Flows.