Laserfiche WebLink
{ . <br /> ' � . , ' . <br /> i <br /> � , <br /> i -�, � � . . � <br /> � � . <br /> 5.�1.2 Convex Curves � - . <br /> jGravityStone face blocks are iristalled side by side on the radius as shown in fgure 5.1.2a. <br /> � �..�.__------__.---_._ . <br /> .� t„"''� �r 1 �. �_ � �� '^�^�_y <br /> %� � t ��� �' ` ��v" "'� <br /> � ���t� i' i i f ' ��``. <br /> 7 - •`,} '`� �: • <br /> l \ ,{ . . �• `� <br /> , � , `��, ;;,..,..:--�,,r — ,., � j.. �� ' Figure 5.1.Z.a:GravityStone Unit - <br /> \ --- I,;`—,''.~,. ! <br /> ��` � f_��.__-__�•��_ � �^<..y Layaut ori Convex Curves <br /> -�-�-t-": ----...,. �...� <br /> � C,� t , � �-��r.• <br /> � `.l�.` � �` � ' , <br /> \ � ' � <br /> . � t';t� ,�� � •- .,,✓ _ <br /> i . <br /> , <br /> 1 � �. <br /> . _ _ � <br /> ; <br /> ; <br /> � - PRINCIPLE � <br /> '� ' RE3NFORCEttrtENT <br /> � DIRECTION ' <br /> , ' 3'OF SOIL Flll REQ!lIRED <br /> e��r�avE+�tr��1�� <br /> ' � REINFORCEMENT FOR <br /> ` � ;�""''' PROPERANCHORAGE Figuie 5.1-S-b: <br /> � � � , �*i--=`_.�"`.-^ - � 4 r- <br /> ' � t 'r� w Geosynthetic Rein- <br /> �'1f';; - �-'''� -4- -� � forcement Layout on <br /> �::�''.�%*;._ " _ � i �it"'j� Cancave Curves <br /> a-C <br /> �.� ..-•'-. �' � � <br /> � SPECIFIED R INFORCEMENT Y'r j��' ' c Q c <br /> ELEVAl1flN ��%' .n,�u— , <br /> �,;. ;'' ' �� <br /> , . �,. `:-,,^;� ` , <br /> ,� ��r_; <br /> � yy, r I=� <br /> SERPENTINE CURVES <br /> � AND • . <br /> 9 ° RADIUS CORNER CURYED CORNER <br /> r ; . <br /> � 5.2.2 R(GHT ANGLE CORNERS . � - <br /> � Sharp, define i right angle(90 degree) carners can be created with GravityStone retaining wal! <br /> � � sys�tems. Presented below are specific construction procedures#o ensure the � <br /> -stn.ictural and�aesthetic integrity of ttte comer. Conditions commian to all corners are: <br /> � ' ., <br /> � in starting the+nral! {firsi course) and layir�g additiana! cours�s it is easiest to start at the <br /> carner and work bath directions. This ensures the running barid at the carner.. <br /> , The fou�dation fevefing pad excavation should be widened inward to account far drainage <br /> � collect�in ptpe anc# ensure sufficient wark area. • <br /> --� — -- _ - --- _ - <br />