The Architect, Engineer, and Operative
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Coastal-Management-Policy-In-Purbeck-Jan2021 V1
Coastal Adaption Strategy, January 2021 1 1. Introduction ................................................................................................................... 3 1.1 Coastal Management in Purbeck ....................................................................................... 3 Annual review and priority actions for 2021 ........................................................................... 4 Looking back on 2020… ...................................................................................................................... 4 Priority actions for 2021… ................................................................................................................... 4 2. Background .................................................................................................................... 5 2.1 Shifting Shores .................................................................................................................... 5 2.2 Shoreline Management Plans ............................................................................................ 6 2.3 Climate Change and the Coast ........................................................................................... 7 2.4 Communication and Engagement Strategy ....................................................................... 8 2.5 Coastal Monitoring ............................................................................................................ 8 3. Our strategy for the Purbeck coast ............................................................................... -
The National Trust February 2019
Shell Bay, Studland The National Trust February 2019 1 Contents 1. Introduction ................................................................................................................. 3 2. Background .................................................................................................................. 4 2.1 Shifting Shores .................................................................................................................. 4 2.2 Shoreline Management Plans .......................................................................................... 5 2.3 Climate Change and the Coast ............................................................................................. 6 2.4 Communication and Engagement Strategy ...................................................................... 7 2.5 Coastal Monitoring ........................................................................................................... 7 3. Coastal Management Policy Description ........................................................................ 8 3.1 Middlebere Peninsula .................................................................................................... 10 3.2 Brands Bay and Bramble Bush Bay ................................................................................. 12 3.3 South Haven Point .......................................................................................................... 13 3.4 Shell Bay ........................................................................................................................ -
Newsletter 26 Final.Indd
DEVON BUILDINGS GROUP NEWSLETTER NUMBER 26 Autumn 2008 DEVON BUILDINGS GROUP NEWSLETTER NUMBER 26, AUTUMN 2008 Contents SECRETARY’S REPORT Peter Child.................................................................................................3 NEWSLETTER EDITOR’S REPORT Ann Adams................................................................................................. 5 MEDIEVAL ARCHED BRIDGES IN DEVON Stewart Brown.............................................................................................7 BRIDGE ENGINEERING - A BEGINNERS’ GUIDE Bill Harvey................................................................................................33 EXETER BRIDGES Bill Harvey................................................................................................37 EXETER SCHOOLS 1800-1939: AN UPDATE Stuart Blaylock and Richard Parker...............................................................44 Illustrations Front cover: Exe Bridge, St Edmund’s Church and Frog Street, drawn by Eric Kadow from a reconstruction by Stewart Brown Medieval Arched Bridges in Devon: © Stewart Brown Bridge Engineering - A Beginners’ Guide: Bill Harvey Exeter Bridges: Bill Harvey Exeter Schools 1800-1939: © Stuart Blaylock SECRETARY’S REPORT to Michael for leading it and for his talk. 2007-2008 The summer meeting was held in Exeter at the This year began with our 22nd AGM at the St City Gate public house; the theme was ‘Devon Paul’s Church Parish Rooms, West Exe, Tiverton Bridges’. This was initiated by Bill Harvey who on 27th October -
Analysis and Assessment of Masonry Arch Bridges
Analysis and Assessment of Masonry Arch Bridges Justin Robinson BEng Doctor of Philosophy University of Edinburgh March 2000 tv Abstract The importance of masonry arch bridges to the transport infrastructure through- out Europe is unquestionable. However with ever increasing axle loads present on today's roads, and new European directives increasing the required load carrying capacity of these structures, the need for an accurate and reliable method of arch bridge assessment has never been more important. The current methods of arch bridge assessment have been shown to be conservative, resulting in unnecessary and costly repair work or replacement of structures. The research described in this thesis is an element of an on-going study into soil-structure interaction, a very important factor for the accurate assessment of arch bridges. This investigation, furthering study into the effects of soil-structure interaction, is undertaken with a variety of methods and techniques which are described in this thesis. These include model bridge testing, investigating different load types and fill heights, monitoring of full scale structures and subsequent analysis investigating thermal effects, comparison of the present arch bridge assessment methods linked with an actual arch bridge assessment programme and the dev- elopment of new numerical modelling methods of arch assessment. Thus an investigation using discrete element analysis methods has been conducted, with comparison with finite element methods and physical models. A new technique for arch bridge assessment has been introduced, based on the discrete element analysis performed in this thesis. This method allows the inclusion into an analysis of soil-structure interaction effects and the possibility to include many other 3D effects. -
Contents 07 09
contents 07 09 13 PRACTICE 04 4 Editorial 16 5 KTP NEWS 6-9 PEOPLE & PROJEcts 10 EU DESK 11 SACES FEATURE 12 12-15 DLH AWARDS 16 40 UNDER 40 17 HOME FOR AN ARCHITECT CurreNT 28 18 AGM 19 VIVENDO 20 HEritagE a new partner of DEX 21 REVIEWS 22 INTERNatioNAL EVENts 18 "These are positive signs of a society that recognises that it has a responsibility Mdina Road, Qormi, Malta QRM 9011 for preserving its cultural heritage as a part of its vision for strengthening the T: ���� ���� - E: [email protected] future of our country and subsequent generations.” Opening Hours: Mon - Fri: 08:30 - 13:00, 14:00 - 18:00 - Sat: 08:30 - 13:00 www.dex.com.mt Hon Dr Mario de Marco (see pages 12-15) FEBRUARY 2013 THE ARCHITECT 3 NEW COUNCIL 2013 relaxation for hotels in certain localities. The The new Council of the Kamra tal-Periti Kamra, in a position paper endorsed also by Celebrating THE PROFESSIONAL CENTRE SLIEMA ROAD was confirmed during the Annual General Din l-Art Ħelwa, expressed grave reservations GZIRA GZR 06 - MALTA Meeting held in December 2012. The new about the contents of the draft, and dis- TEL./FAX. (+356) 2131 4265 team has a vast programme of tasks and cussions are currently underway to explore EMAIL: [email protected] KTP NEWS EDITORIAL Architecture! activities before it, and all are enthusiastically alternatives with officials from MEPA and the WEBSITE: www.ktpmalta.com working towards continuing to achieve the Malta Tourism Authority. This issue of “the Architect” is packed with award win- mote inclusion and cohesions. -
Geological Sights! Southwest England Harrow and Hillingdon Geological Society
Geological Sights! Southwest England Harrow and Hillingdon Geological Society @GeolAssoc Geologists’ Association www.geologistsassociation.org.uk Southwest England Triassic Mercia Mudstone & Penarth Groups (red & grey), capped with Early Jurassic Lias Group mudstones and thin limestones. Aust Cliff, Severn Estuary, 2017 Triassic Mercia Mudstone & Penarth Groups, with Early Jurassic Lias Group at the top. Looking for coprolites Gypsum at the base Aust Cliff, Severn Estuary, 2017 Old Red Sandstone (Devonian) Portishead, North Somerset, 2017 Carboniferous Limestone – Jurassic Inferior Oolite unconformity, Vallis Vale near Frome Mendip Region, Somerset, 2014 Burrington Oolite (Carboniferous Limestone), Burrington Combe Rock of Ages, Mendip Hills, Somerset, 2014 Whatley Quarry Moon’s Hill Quarry Carboniferous Limestone Silurian volcanics Volcaniclastic conglomerate in Moon’s Hill Quarry Mainly rhyodacites, andesites and tuffs - England’s only Wenlock-age volcanic exposure. Stone Quarries in the Mendips, 2011 Silurian (Wenlock- age) volcaniclastic conglomerates are seen here above the main faces. The quarry’s rock types are similar to those at Mount St Helens. Spheroidal weathering Moons Hill Quarry, Mendips, Somerset, 2011 Wave cut platform, Blue Lias Fm. (Jurassic) Kilve Mercia Mudstone Group (Triassic) Kilve St Audrie’s Bay West Somerset, 2019 Watchet Blue Lias Formation, Jurassic: Slickensiding on fault West Somerset, 2019 Triassic, Penarth Group Triassic, Mercia Mudstone Blue Anchor Fault, West Somerset, 2019 Mortehoe, led by Paul Madgett. Morte Slates Formation, Devonian (Frasnian-Famennian). South side of Baggy Point near Pencil Rock. Ipswichian interglacial dune sands & beach deposit (125 ka) upon Picton Down Mudstone Formation (U. Devonian) North Devon Coast, 1994 Saunton Down End. ‘White Rabbit’ glacial erratic (foliated granite-gneiss). Baggy Headland south side. -
Euston Express - Petition
C221-MMD-CV-REP-010-200019 |P02 | 06th May 2015 Euston Express - Petition Revision Date Issued for/Revision details Revised by P01 22/01/2015 Initial issue I Grace P02 06/05/2015 HS2 comments included I Grace Name Data MDL Ref B320 FOI / EIR HS2 to advise Document type Report Directorate London West Midlands WBS HS2 to advise Keywords Report, Template Authors ian.grace-mm Owner Mike Prosser Review Directorate HS2 to advise Employer’s Lead Reviewer HS2 to advise Authorised for use HS2 to advise INTERNAL London West Midlands Euston Express - Petition Contents Page number Executive summary ...................................................................................................... 1 1 Abbreviations and descriptions .............................................................................. 4 2 Introduction .......................................................................................................... 4 2.1 HS2 scheme ............................................................................................................. 4 2.2 Euston Tunnels ........................................................................................................ 4 2.3 Petition to the Hybrid Bill scheme .......................................................................... 5 3 Petition Proposals ................................................................................................. 5 4 Operational Review ............................................................................................... 8 4.1 Overview ................................................................................................................ -
Higher Geography
LITHOSPHERE CORE COASTLINES MARINE EROSION PROCESSES. Read the course booklet. You will need to know and be able to explain the four methods of coastal erosion and two of weathering The next few slides illustrate these processes. 1 LITHOSPHERE CORE COASTLINES Hydraulic Action The force of waves hitting a cliff (or sea wall) compresses water and air into cracks and joints. This increase in pressure may lead to cracks widening and pieces of rock breaking off. 2 LITHOSPHERE CORE COASTLINES Abrasion Rock fragments may be picked up by waves and thrown against the rock face of cliffs by subsequent waves. Sometimes the softer strata are abraded more than the harder ones, giving a striped appearance. Abrasion is most effective at the base of cliffs. 3 LITHOSPHERE CORE COASTLINES Wave attrition Rock fragments are worn down into smaller and more rounded pieces. Currents and tidal movements cause the fragments to be swirled around and to grind against each other. This type of erosion produces pebble beaches. 4 LITHOSPHERE CORE COASTLINES Water- layer weathering Alternative wetting and drying -as happens with the rise and fall of the tides -can disintegrate porous or coarser rock layers. Salt crystals growing in rock spaces can do the same thing. 5 LITHOSPHERE CORE COASTLINES Corrosion (solution) Salts and acids in sea water can react with rocks , slowly dissolving them away. 6 LITHOSPHERE CORE COASTLINES Rates of erosion depend on many factors: Waves – strength, frequency, height Weather – frequency of storm conditions Geology of the coastline : -type of rock -orientation of stratification (the way the bedding planes in the rock face the sea) 7 LITHOSPHERE CORE COASTLINES The FETCH is the distance travelled by waves from one shore to another. -
Somersetshire Archzeological Natural History Societys Proceedings, 1871
S O ME R S E TS H I R E A R C H ZE O L OG I C A L NA TUR A L H I STO R Y ’ SO C I E T Y S PR O C E E D I N G S 1 8 1 , 7 I VO L . XVI T A U N T O N S T F R E D E R I C K M A Y , H I G H T R E E L O NDO N : L O NG MA NS G R E EN R EA DER A ND D Y ER M DC C C L XXI I 1 400 91 3 The followin g Illustrations have been presented to the ociety W H . The Monument to Sir John de Dummer, by . H el ar . f m y , Esq , of Coker Court ; and the Seals o Du mer, B d . by Thomas on , Esq , of Tyneham . u an M t ts . P R O C E E D I N G S . G w 1 8 71 eneral Meeting at Cre kerne, Report of Council Financial Statement m E A . A . s . Inaugural ddress by E Free an, q W . H . i E s . ells Cathedral Statutes , by F D ckinson, q Public Records in the County of Somerset, by T Mr . S erel - . on Pi C The Evening Meeting, Mr Pooley, g ross A . J . B ncient Embroidered Copes, by Mr C uckley Excursion : Montacute H ouse - - H ambdon Montacute Church, Stoke sub H H R r ev . -
Elsworthy Road Conservation Area Appraisal and Management Strategy
Elsworthy Road Conservation Area Appraisal and Management Strategy Adopted 14 July 2009 CONTENTS PART 1: CONSERVATION AREA APPRAISAL 1.0 INTRODUCTION Purpose of the Appraisal Designation 2.0 STATUTORY AND PLANNING POLICY CONTEXT 3.0 SPECIAL INTEREST OF THE CONSERVATION AREA Context and Evolution Spatial Character and Views Building Typology and Form Prevalent and Traditional Building Materials Characteristic Details Landscape and Public Realm 4.0 LOCATION AND SETTING Location and Context Topography General Character and Plan Form Prevailing and Former Uses 5.0 HISTORIC DEVELOPMENT Pre 1750 1750-1800 1800-1850 1850-1900 1900 onwards 6.0 CHARACTER ANALYSIS Land use, activity and the influence of former uses Building Character and Qualities Townscape Character 7.0 HERITAGE AUDIT Introduction PART 2: MANAGEMENT STRATEGY 8.0 INTRODUCTION Background Policy and Legislation 9.0 MONITORING AND REVIEW Monitoring Review 10.0 MAINTAINING CHARACTER General Approach 11.0 BOUNDARY CHANGES Additions and deletions considered 12.0 CURRENT ISSUES 13.0 MANAGEMENT OF CHANGE Investment and Maintenance Listed Buildings Unlisted Buildings Control over New Development Basements Demolition Control of Advertisements Development Briefs and Design Guidance Public Realm Strategy Enforcement Article 4 Directions 14.0 OTHER ISSUES Promoting Design Quality Potential Enhancement Schemes/Programmes Resources BIBLIOGRAPHY LIST OF MAPS APPENDICES: PART 2 Appendix 1: Conservation Area Boundary Appendix 2: Designation Area Boundaries & Dates Appendix 3: Urban Grain Appendix 4: Topography Appendix 5: Historic Plans i) OS Map 1871 ii) OS Map 1894 iii) OS Map 1914 iv) OS Map 1935 Appendix 6: Sub-Areas within the Conservation Area Appendix 7: Built Heritage Audit Appendix 8: Built Heritage Audit Plan PART 1: CONSERVATION AREA APPRAISAL 1.0 INTRODUCTION 1.1 Elsworthy Conservation Area covers an approximately 16.4 hectare area extending from Primrose Hill Road in the east to Avenue Road in the west, marking the boundary between the London Borough of Camden and the City of Westminster. -
Poole and Christchurch Bays Snapshot Key Characteristics Description Visual Resource Mapping
Seascape Assessment for the South Marine Plan Areas MCA 4: Poole and Christchurch Bays Snapshot Key Characteristics Description Visual Resource Mapping © Crown copyright and database right 2013. All rights reserved. Permission Number Defra 012012.003. Contains Ordnance Survey Licence No. 100049981 and UK Hydrographic Office data. © Marine Management Organisation. Licence No EK001-201188. MCA 4: Poole and Christchurch Bays Overall cShnaarpaschteort Key Characteristics Description Visual Resource Mapping Location and boundaries This Marine Character Area (MCA) covers the coastline from Peveril Point in the west to the eastern fringes of Milford on Sea in the east, covering the whole of Poole and Christchurch Bays. Its seaward boundary with The Solent (MCA 5) is formed by the change in sea and tidal conditions upon entry into the Needles Channel. In the west, the coastal/seaward boundary with MCA 3 follows the outer edge of the Purbeck Heritage Coast. The Character Area extends to a maximum distance of approximately 40 kilometres (22 nautical miles) offshore, ending at the northern extent of the Wight-Barfleur Reef candidate offshore SAC (within MCA 14). Please note that the MCA boundaries represent broad zones of transition (not immediate breaks in character). Natural, visual, cultural and socio- economic relationships between adjacent MCAs play a key role in shaping overall character. Therefore individual MCAs should not be considered in isolation. Overall character This MCA is dominated in the west by the busy port of Poole Harbour, which is a hive of marine-based activity as well as an internationally important wildlife refuge. The more tranquil Christchurch Harbour sits beyond the protruding Hengistbury Head, which separates the two bays. -
The Effect of Skew Angle on the Mechanical Behaviour of Masonry Arches
CORE Metadata, citation and similar papers at core.ac.uk Provided by Newcastle University E-Prints Sarhosis V, Oliveira DV, Lemos JV, Lourenço PB. The effect of skew angle on the mechanical behaviour of masonry arches. Mechanics Research Communications 2014, 61, 53-59. Copyright: © 2014. This manuscript version is made available under the CC-BY-NC-ND 4.0 license DOI link to article: http://dx.doi.org/10.1016/j.mechrescom.2014.07.008 Date deposited: 17/02/2016 Embargo release date: 04 August 2015 This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International licence Newcastle University ePrints - eprint.ncl.ac.uk The effect of skew angle on the mechanical behaviour of masonry arches V. Sarhosis*, D.V. Oliveira+, J.V. Lemos#. P.B. Lourenco+ * School of Engineering, Cardiff University, Cardiff, UK, [email protected] + ◊ISISE, Department of Civil Engineering, University of Minho, Portugal, [email protected], [email protected] # National Laboratory of Civil Engineering, Lisbon, Portugal, [email protected] ABSTRACT This paper presents the development of a three dimensional computational model, based on the Discrete Element Method (DEM), which was used to investigate the effect of the angle of skew on the load carrying capacity of twenty-eight different in geometry single span stone masonry arches. Each stone of the arch was represented as a distinct block. Mortar joints were modelled as zero thickness interfaces which can open and close depending on the magnitude and direction of the stresses applied to them. The variables investigated were the arch span, the span : rise ratio and the skew angle.