Landslides in Britain and Their Countermeasures
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Historic Environment Action Plan the Undercliff
Directorate of Community Services Director Sarah Mitchell Historic Environment Action Plan The Undercliff Isle of Wight County Archaeology and Historic Environment Service October 2008 01983 823810 archaeology @iow.gov.uk Iwight.com HEAP for the Undercliff. INTRODUCTION This HEAP Area has been defined on the basis of geology, topography, land use and settlement patterns which differentiate it from other HEAP areas. This document identifies essential characteristics of the Undercliff as its geomorphology and rugged landslip areas, its archaeological potential, its 19 th century cottages ornés /marine villas and their grounds, and the Victorian seaside resort character of Ventnor. The Area has a highly distinctive character with an inner cliff towering above a landscape (now partly wooded) demarcated by stone boundary walls. The most significant features of this historic landscape, the most important forces for change and key management issues are considered. Actions particularly relevant to this Area are identified from those listed in the Isle of Wight HEAP Aims, Objectives and Actions. ANALYSIS AND ASSESSMENT Location, Geology and Topography • The Undercliff is identified as a discrete Landscape Character Type in the Isle of Wight AONB Management Plan (2004, 132). • The Area lies to the south of the South Wight Downland , from which it is separated by vertical cliffs forming a geological succession from Ferrugunious Sands through Sandrock, Carstone, Gault Clay, Upper Greensand, Chert Beds and Lower Chalk (Hutchinson 1987, Fig. 6). o The zone between the inner cliff and coastal cliff is a landslip area o This landslip is caused by groundwater lubrication of slip planes within the Gault Clays and Sandrock Beds. -
Determination of Geotechnical Properties of Clayey Soil From
DETERMINATION OF GEOTECHNICAL PROPERTIES OF CLAYEY SOIL FROM RESISTIVITY IMAGING (RI) by GOLAM KIBRIA Presented to the Faculty of the Graduate School of The University of Texas at Arlington in Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCE IN CIVIL ENGINEERING THE UNIVERSITY OF TEXAS AT ARLINGTON August 2011 Copyright © by Golam Kibria 2011 All Rights Reserved ACKNOWLEDGEMENTS I would like express my sincere gratitude to my supervising professor Dr. Sahadat Hos- sain for the accomplishment of this work. It was always motivating for me to work under his sin- cere guidance and advice. The completion of this work would not have been possible without his constant inspiration and feedback. I would also like to express my appreciation to Dr. Laureano R. Hoyos and Dr. Moham- mad Najafi for accepting to serve in my committee. I would also like to thank for their valuable time, suggestions and advice. I wish to acknowledge Dr. Harold Rowe of Earth and Environmental Science Department in the University of Texas at Arlington for giving me the opportunity to work in his laboratory. Special thanks goes to Jubair Hossain, Mohammad Sadik Khan, Tashfeena Taufiq, Huda Shihada, Shahed R Manzur, Sonia Samir,. Noor E Alam Siddique, Andrez Cruz,,Ferdous Intaj, Mostafijur Rahman and all of my friends for their cooperation and assistance throughout my Mas- ter’s study and accomplishment of this work. I wish to acknowledge the encouragement of my parents and sisters during my Master’s study. Without their constant inspiration, support and cooperation, it would not be possible to complete the work. -
A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used As a Training Tool
A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Item Type Report Authors Darrow, Margaret M.; Huang, Scott L.; Obermiller, Kyle Publisher Alaska University Transportation Center Download date 26/09/2021 04:55:55 Link to Item http://hdl.handle.net/11122/7546 A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Final Report December 2011 Prepared by PI: Margaret M. Darrow, Ph.D. Co-PI: Scott L. Huang, Ph.D. Co-author: Kyle Obermiller Institute of Northern Engineering for Alaska University Transportation Center REPORT CONTENTS TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................ 1 2.0 REVIEW OF UNSTABLE SOIL SLOPES IN PERMAFROST AREAS ............................... 1 3.0 THE NELCHINA SLIDE ..................................................................................................... 2 4.0 THE RICH113 SLIDE ......................................................................................................... 5 5.0 THE CHITINA DUMP SLIDE .............................................................................................. 6 6.0 SUMMARY ......................................................................................................................... 9 7.0 REFERENCES ................................................................................................................. 10 i A STUDY OF UNSTABLE SLOPES IN PERMAFROST AREAS 1.0 INTRODUCTION -
Frequency and Magnitude of Selected Historical Landslide Events in The
Chapter 9 Frequency and Magnitude of Selected Historical Landslide Events in the Southern Appalachian Highlands of North Carolina and Virginia: Relationships to Rainfall, Geological and Ecohydrological Controls, and Effects Richard M. Wooten , Anne C. Witt , Chelcy F. Miniat , Tristram C. Hales , and Jennifer L. Aldred Abstract Landsliding is a recurring process in the southern Appalachian Highlands (SAH) region of the Central Hardwood Region. Debris fl ows, dominant among landslide processes in the SAH, are triggered when rainfall increases pore-water pressures in steep, soil-mantled slopes. Storms that trigger hundreds of debris fl ows occur about every 9 years and those that generate thousands occur about every 25 years. Rainfall from cyclonic storms triggered hundreds to thousands of debris R. M. Wooten (*) Geohazards and Engineering Geology , North Carolina Geological Survey , 2090 US Highway 70 , Swannanoa , NC 28778 , USA e-mail: [email protected] A. C. Witt Virginia Department of Mines, Minerals and Energy , Division of Geology and Mineral Resources , 900 Natural Resources Drive, Suite 500 , Charlottesville , VA 22903 , USA e-mail: [email protected] C. F. Miniat Coweeta Hydrologic Lab , Center for Forest Watershed Research, USDA Forest Service, Southern Research Station , 3160 Coweeta Lab Road , Otto , NC 28763 , USA e-mail: [email protected] T. C. Hales Hillslope Geomorphology , School of Earth and Ocean Sciences, Cardiff University , Main Building, Park Place , Cardiff CF10 3AT , UK e-mail: [email protected] J. L. Aldred Department of Geography and Earth Sciences , University of North Carolina at Charlotte , 9201 University City Blvd. , Charlotte , NC 28223 , USA e-mail: [email protected] © Springer International Publishing Switzerland 2016 203 C.H. -
Patterns of Movement in the Ventnor Landslide Complex, Isle of Wight, Southern England --Manuscript Draft
Landslides Patterns of movement in the Ventnor landslide complex, Isle of Wight, southern England --Manuscript Draft-- Manuscript Number: LASL-D-14-00028R1 Full Title: Patterns of movement in the Ventnor landslide complex, Isle of Wight, southern England Article Type: Original Paper Corresponding Author: Jonathan Martin Carey, Ph.D GNS Science Avalon, Lower Hutt NEW ZEALAND Corresponding Author Secondary Information: Corresponding Author's Institution: GNS Science Corresponding Author's Secondary Institution: First Author: Jonathan Martin Carey, Ph.D First Author Secondary Information: Order of Authors: Jonathan Martin Carey, Ph.D Roger Moore, PhD David Neil Petley, PhD Order of Authors Secondary Information: Abstract: The patterns of ground movement were monitored within a large, deep-seated landslide complex at Ventnor in southern England, between May 1998 and June 2002 using automated crackmeters, settlement cells and vibrating wire piezometers. It was found that the landslide maintains a state of marginal instability, such that it is subject to continual very slow deformation. Movement is primarily on a low-angled basal shear surface at >90 metres depth. The movement record shows a series of distinct deformation patterns that vary as groundwater conditions change. Continuous slow deformation occurs across the landslide complex at rates of between 5 - 10 mm per year. The background pattern of movement does not appear to correlate with local porewater pressure. Periods of more rapid movement (reaching up to c. 34 mm per year during the monitoring period) were associated with a period of elevated groundwater, although the relationship between movement rate and porewater pressure was complex. The patterns of movement and the landslide geometry suggest that the likelihood of a rapid, catastrophic failure is low. -
The Undercliff of the Isle of Wight
cover.qxp 13/08/2007 11:40 Page 1 The Undercliff of the Isle of Wight Aguide to managing ground instability managing ground instablity part 1.qxp 13/08/2007 10:39 Page 1 The Undercliff of the Isle of Wight Aguide to managing ground instability Dr Robin McInnes, OBE Centre for the Coastal Environment Isle of Wight Council United Kingdom managing ground instablity part 1.qxp 13/08/2007 10:39 Page 2 Acknowledgements About this guide This guide has been prepared by the Isle of Wight Council's Centre for the Coastal Environment to promote sustainable management of ground instability problems within the Undercliff of the Isle of Wight. This guidance has been developed following a series of studies and investigations undertaken since 1987. The work of the following individuals, who have contributed to our current knowledge on this subject, is gratefully acknowledged: Professor E Bromhead, Dr D Brook OBE, Professor D Brunsden OBE, Dr M Chandler, Dr A R Clark, Dr J Doornkamp, Professor J N Hutchinson, Dr E M Lee, Dr B Marker OBE and Dr R Moore. The assistance of Halcrow with the preparation of this publication is gratefully acknowledged. Photo credits Elaine David Studio: 40; High-Point Rendel: 48; IW Centre for the Coastal Environment: 14 top, 19, 20 top, 23, 31 bottom, 41, 42, 47, 50, 51, 55, 56, 62, 67; Dr R McInnes: 14 bottom, 16, 17, 37; Wight Light Gallery, Ventnor: covers and title pages, 4, 6, 16/17 (background), 30, 31, 32, 43. Copyright © Centre for the Coastal Environment, Isle of Wight Council, August 2007. -
Parish Plans Biodiversity Project
Parish Biodiversity Audit for Beer Consultation draft – April 2010 Anne Harvey Report commissioned by Devon County Council Data supplied by the Devon Biodiversity Records Centre Contents INTRODUCTION ..................................................................................................................................... 4 DESIGNATED SITES .............................................................................................................................. 6 SITES OF SPECIAL SCIENTIFIC INTEREST ............................................................................................ 6 Sidmouth to Beer Coast SSSI ...................................................................................................... 6 Beer Quarry and Caves SSSI ...................................................................................................... 9 SPECIAL AREAS OF CONSERVATION .................................................................................................. 10 Sidmouth to West Bay Special Area of Conservation ............................................................ 10 Beer Quarry and Caves Special Area of Conservation .......................................................... 10 Poole Bay to Lyme Bay Reefs draft Special Area of Conservation ...................................... 11 COUNTY WILDLIFE SITES ................................................................................................................... 11 Beer Quarry and Caves County Wildlife Site .......................................................................... -
South West Coast Path: Seaton to Lyme Regis Via the Undercliff Walk
02/05/2020 South West Coast Path: Seaton to Lyme Regis via the Undercliff walk - SWC Saturday Walkers Club www.walkingclub.org.uk South West Coast Path: Seaton to Lyme Regis via the Undercliff walk Jungle like walk through the Axmouth / Lyme Regis undercliff, with sea views at the start and finish Length 6.7 miles (10.8 km) Toughness 4 out of 10 (6 when wet) with 1,350 ft (400 m) of ascent - 1 climb at the start then continuous small ups and downs over well maintained paths (but muddy and slippery path after wet weather). OS Maps OS Explorer 156 Walk This interesting walk explores the Axmouth to Lyme Regis undercliff - an almost jungle like area of overgrown vegetation Notes created by an 1839 landslip. While part of the South West Coast Path (SWCP), this is not a cliff top walk - there are sea views only at the start and finish. On Christmas Day 1839, a 5km x 1km x 200m section of cliff collapsed and slid downhill to create the undercliff. The area is still active, and a now a 6km long, and up to 1km wide 'undercliff' has formed with dense vegetation. At first the undercliff was farmed, but now it is a National Nature Reserve full of self-seeded plants and trees. With the reduction in the rabbit population due to myxomatosis, a lush vegation has formed, with a dense jungle of ferns, bracken, wild garlic and ash (trees). Sadly, English Nature is removing the non-native tropical plants that came from a former garden in the area. -
Slope Stability
Slope stability Causes of instability Mechanics of slopes Analysis of translational slip Analysis of rotational slip Site investigation Remedial measures Soil or rock masses with sloping surfaces, either natural or constructed, are subject to forces associated with gravity and seepage which cause instability. Resistance to failure is derived mainly from a combination of slope geometry and the shear strength of the soil or rock itself. The different types of instability can be characterised by spatial considerations, particle size and speed of movement. One of the simplest methods of classification is that proposed by Varnes in 1978: I. Falls II. Topples III. Slides rotational and translational IV. Lateral spreads V. Flows in Bedrock and in Soils VI. Complex Falls In which the mass in motion travels most of the distance through the air. Falls include: free fall, movement by leaps and bounds, and rolling of fragments of bedrock or soil. Topples Toppling occurs as movement due to forces that cause an over-turning moment about a pivot point below the centre of gravity of the unit. If unchecked it will result in a fall or slide. The potential for toppling can be identified using the graphical construction on a stereonet. The stereonet allows the spatial distribution of discontinuities to be presented alongside the slope surface. On a stereoplot toppling is indicated by a concentration of poles "in front" of the slope's great circle and within ± 30º of the direction of true dip. Lateral Spreads Lateral spreads are disturbed lateral extension movements in a fractured mass. Two subgroups are identified: A. -
Summarization and Comparison of Engineering Properties of Loess in the United States
Summarization and Comparison of Engineering Properties of Loess in the United States J. B. SHEELER, Associate Professor of Civil Engineering, Iowa State University •LARGE deposits of loess are found in many parts of the United States, but published values of the engineering properties of loess are relatively scarce. The data in this paper were gathered to indicate similarities and compare the properties of loess from one area with another. Loess is composed primarily of rather loosely arranged angular grains of sand, silt, and clay. Silt is usually the dominant size. Calcite is also generally present in amounts ranging from zero to more than 10 percent of the total soil.. The aeolian hypothesis of loess deposition is compatible with the physical charac teristics of undisturbed loess masses. This hypothesis states that fine-grained ma terial was transported, sorted, and redeposited by wind action and thus became loess. During deposition, moisture and clay minerals are believed responsible for cementing the coarser grains together to form a loose structure. The loess is therefore subject to loss of shear strength due to water softening the clay bonds and to severe consolida tion caused by a combination of loading and moisture. Loess is usually thought of as an aeolian material that was deposited thousands of years ago and has remained in place since the time of deposition. Loess that has been eroded and redeposited is often referred to as redeposited loess, reworked loess or more simply as a silt deposit. This implies that the word loess indicates an aeolian soil, undisturbed since deposition. Certain engineering properties of loess, such as shear strength, are quite drastically changed by erosion and redeposition. -
Soils and Pond Building Two Basic Types of Ponds We Are Interested In: Embankment Ponds Excavated Ponds
Prepared by: Allen Hayes, Piedmont Regional Soil Scientist William Miller, Mountain Regional Soil Scientist NC Division of Soil and Water Conservation Outline General outline of ponds to be constructed On-Site Investigations Overview of what data/soil properties are necessary Internet sources for a preliminary soils investigation Soils and Pond Building Two basic types of ponds we are interested in: Embankment ponds Excavated ponds Associated soil properties of interest differ depending on which type of pond is desired. Embankment Ponds Fill Material Reservoir Area Foundation Area Embankment ponds can be either: Inline (intercepts stream flow) Offline (removed from stream channel) Excavated Ponds Surface-fed ponds Groundwater-fed ponds Or a combination of the two Surface water Reservoir Area Ground water On-site Investigation Both types of ponds require a site specific soils investigation The Field Investigation: Need 3-4 borings/acre, where soils are relatively uniform Complex areas may require more Need to dig deep enough to see what is below the final grade of the ponded area On-site Investigation Need thorough investigation of center-line of the dam and spillway Boring(s) need to be 1.5x deeper than the height of the dam If foundation is rock: Ensure there are no steep drop offs of the rock surface below dam Ensure rock is free of fissures or seams Investigate the abutments of the dam On-site Investigation Soil Borings or Pits Reservoir Area Spillway Dam/Foundation Area Soil Types Soils in the reservoir area Soils in the foundational area and as fill material for an earthen dam Soils in the Reservoir Area Pond site suitability depends on the ability of the soils in the reservoir area to hold water. -
Best Plants for Problem Clay Soils: Perennials
Visit us on the Web: www.gardeninghelp.org Best Plants for Problem Clay Soils: Perennials Perennials Amsonia tabernaemontana — Bluestar This Missouri native features uptight clusters of light blue star-like flowers in late spring. Its narrow willow-like leaves turn yellow to peach-colored in fall. Bluestar may require staking if grown in shade and may be pruned after flowering to maintain a compact shape. It is most attractive when grown massed, in native plant gardens, shade gardens, open woodland areas, and borders. Asclepias incarnata — Swamp milkweed Despite its common name and native habitat, swamp milkweed may be grown in the average garden. Its fragrant white, pink or mauve flowers attract butterflies and mature into slender pods with silky-haired seeds. Swamp milkweed is a good choice for sunny, low or moist areas such as stream or pond banks, borders, and butterfly gardens. Baptisia australis — Blue false indigo Blue false indigo has beautiful purplish blue lupine-like flowers borne in erect spikes above the trifoliate leaves. The flowers mature into black seed pods that rattle in the breeze and are an interesting addition to dried flower arrangements. This herbaceous perennial does best in full sun as plants grown in part shade may grow taller and need support. Due to an extensive root system, blue false indigo will tolerate drought, but it should not be disturbed once it is established. Attractive in almost any situation including borders, prairies, cottage gardens, and native plant gardens, this plant is best used as a single specimen plant or in small groups. Baptisia australis var.