ºÝºÝߣshows by User: NirjharBasak / http://www.slideshare.net/images/logo.gif ºÝºÝߣshows by User: NirjharBasak / Fri, 25 Aug 2017 06:16:43 GMT ºÝºÝߣShare feed for ºÝºÝߣshows by User: NirjharBasak Effect of long term loading on horizontal uplift capacity of rectangular plate anchor in fine sand /slideshow/effect-of-long-term-loading-on-horizontal-uplift-capacity-of-rectangular-plate-anchor-in-fine-sand/79143568 1301085-170825061643
Since the late 1950’s number of investigations have been conducted to led the development of theories that predict the behavior and capacity of anchors. At the early stages of its application, ground anchors are made with large mass concrete blocks and provided the uplift capacity required which are extensive. Plate anchor have evolved at that time and they now provide an economical and competitive alternative to early mass anchors (Das and Singh 1994). The capacity of plate anchor mainly depends on the shape, width, orientation of anchor plate and soil properties. The time effect behavior of soil anchors is very important in engineering design on slopes, retaining walls and tunnels. Few studies have taken to determine the pullout capacity of plate anchor in clay soil (Singh et al. 2007). The results on long-term pullout capacity in clay is about 70%-80% of the instantaneous limit pull strength. According to author knowledge there is no issued results that comprises pullout capacity of plate anchor in fine sand. In this investigation, pullout capacity of rectangular plate anchor in fine sand will be determined under both the short-term and long-term loading condition. The experimental pullout capacity will also be compared with the numerical result, which will be determined using Abaqus 6.13.]]>
Since the late 1950’s number of investigations have been conducted to led the development of theories that predict the behavior and capacity of anchors. At the early stages of its application, ground anchors are made with large mass concrete blocks and provided the uplift capacity required which are extensive. Plate anchor have evolved at that time and they now provide an economical and competitive alternative to early mass anchors (Das and Singh 1994). The capacity of plate anchor mainly depends on the shape, width, orientation of anchor plate and soil properties. The time effect behavior of soil anchors is very important in engineering design on slopes, retaining walls and tunnels. Few studies have taken to determine the pullout capacity of plate anchor in clay soil (Singh et al. 2007). The results on long-term pullout capacity in clay is about 70%-80% of the instantaneous limit pull strength. According to author knowledge there is no issued results that comprises pullout capacity of plate anchor in fine sand. In this investigation, pullout capacity of rectangular plate anchor in fine sand will be determined under both the short-term and long-term loading condition. The experimental pullout capacity will also be compared with the numerical result, which will be determined using Abaqus 6.13.]]> Fri, 25 Aug 2017 06:16:43 GMT /slideshow/effect-of-long-term-loading-on-horizontal-uplift-capacity-of-rectangular-plate-anchor-in-fine-sand/79143568 NirjharBasak@slideshare.net(NirjharBasak) Effect of long term loading on horizontal uplift capacity of rectangular plate anchor in fine sand NirjharBasak Since the late 1950’s number of investigations have been conducted to led the development of theories that predict the behavior and capacity of anchors. At the early stages of its application, ground anchors are made with large mass concrete blocks and provided the uplift capacity required which are extensive. Plate anchor have evolved at that time and they now provide an economical and competitive alternative to early mass anchors (Das and Singh 1994). The capacity of plate anchor mainly depends on the shape, width, orientation of anchor plate and soil properties. The time effect behavior of soil anchors is very important in engineering design on slopes, retaining walls and tunnels. Few studies have taken to determine the pullout capacity of plate anchor in clay soil (Singh et al. 2007). The results on long-term pullout capacity in clay is about 70%-80% of the instantaneous limit pull strength. According to author knowledge there is no issued results that comprises pullout capacity of plate anchor in fine sand. In this investigation, pullout capacity of rectangular plate anchor in fine sand will be determined under both the short-term and long-term loading condition. The experimental pullout capacity will also be compared with the numerical result, which will be determined using Abaqus 6.13. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/1301085-170825061643-thumbnail.jpg?width=120&amp;height=120&amp;fit=bounds" /><br> Since the late 1950’s number of investigations have been conducted to led the development of theories that predict the behavior and capacity of anchors. At the early stages of its application, ground anchors are made with large mass concrete blocks and provided the uplift capacity required which are extensive. Plate anchor have evolved at that time and they now provide an economical and competitive alternative to early mass anchors (Das and Singh 1994). The capacity of plate anchor mainly depends on the shape, width, orientation of anchor plate and soil properties. The time effect behavior of soil anchors is very important in engineering design on slopes, retaining walls and tunnels. Few studies have taken to determine the pullout capacity of plate anchor in clay soil (Singh et al. 2007). The results on long-term pullout capacity in clay is about 70%-80% of the instantaneous limit pull strength. According to author knowledge there is no issued results that comprises pullout capacity of plate anchor in fine sand. In this investigation, pullout capacity of rectangular plate anchor in fine sand will be determined under both the short-term and long-term loading condition. The experimental pullout capacity will also be compared with the numerical result, which will be determined using Abaqus 6.13.
Effect of long term loading on horizontal uplift capacity of rectangular plate anchor in fine sand from Nirjhar Basak
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