Abstract: A panel connector has a connection body for connecting with a soil reinforcement rod, and an anchor for connecting the connection body to a concrete face panel. The connection body defines a socket shaped to receive and engage the head of the soil reinforcement rod. The socket includes an insertion aperture having an aperture diameter greater than a head diameter of the head of the soil reinforcement rod, a base having an exit aperture with an exit diameter smaller than the head diameter, and a side slot extending from the insertion aperture to the exit aperture.

Abstract: A method for constructing a mechanically stabilized earthen embankment has the steps of constructing a wall facing element, and determining a plane of maximum force and a zone of maximum force in the earthen embankment to be formed. A plurality of elongate soil reinforcement elements are bent to form semi-extensible bent segments, but such that proximal and distal portions remain substantially straight and inextensible. The elongate soil reinforcement elements are positioned such that the semi-extensible region is within the zone of maximum force, and the proximal ends are connected to the wall facing element. Fill soil is added to build the earthen embankment, and the process is repeated until the earthen embankment is formed.

Abstract: A method for constructing a mechanically stabilized earthen embankment has the steps of constructing a wall facing element, and determining a plane of maximum force and a zone of maximum force in the earthen embankment to be formed. A plurality of elongate soil reinforcement elements are bent to form semi-extensible bent segments, but such that proximal and distal portions remain substantially straight and inextensible. The elongate soil reinforcement elements are positioned such that the semi-extensible region is within the zone of maximum force, and the proximal ends are connected to the wall facing element. Fill soil is added to build the earthen embankment, and the process is repeated until the earthen embankment is formed.

Abstract: A mechanically stabilized embankment system has a connection element adapted for engaging a wall facing element. An elongate soil reinforcement element is adapted to be attached to the connection element and positioned in earthen embankment. A plurality of semi-extensible bent segments are integrally formed by and spaced on a middle portion of the elongate soil reinforcement element such that each semi-extensible bent segment extends laterally from an axis of the elongate soil reinforcement element, but can be pulled straight upon the application of excessive force that might otherwise break the elongate soil reinforcement element.

Abstract: A method for constructing a mechanically stabilized earthen embankment has the steps of first constructing a wall facing element. A plurality of elongate soil reinforcement elements are attached to the wall facing element. A middle portion of each of the elongate soil reinforcement elements has a plurality of semi-extensible bent segments. Fill soil is added to build the earthen embankment over the reinforcement elements. Movement of the fill soil may create sufficient force to straighten some of the plurality of semi-extensible bent segments, allowing the earthen embankment to move to an active condition thereby reducing the stress on the soil reinforcement elements.

Abstract: A soil reinforced retaining wall for an earthen formation is provided by embedding planar soil reinforcing mats in the formation at vertically spaced intervals and securing face mats between the soil reinforcing mats. The face mats include fingers extending distally from the edges thereof for engagement with opposite sides of a complimental face mat, whereby the mats are held in general vertical alignment. Certain of the fingers are of a gently curved configuration to frictionally hold edge portions of the face mats in spaced relationship for compression toward one another to accommodate settlement of the earthen formation, without bulging of the face mats. An L-shaped starter mat is engaged within a recess formed at the foot of the formation to provide an upstanding portion engaged with the lowermost is face mat to hold the mat in a generally vertical orientation. A tail is provided on the uppermost face mat for embedment within the backfill to cap the wall.

Abstract: A soil reinforced retaining wall for an earthen formation is provided by embedding planar soil reinforcing mats in the formation at vertically spaced intervals and securing face mats between the soil reinforcing mats. The face mats include fingers extending distally from the edges thereof for engagement with opposite sides of a complimental face mat, whereby the mats are held in general vertical alignment. Certain of the fingers are of a gently curved configuration to frictionally hold edge portions of the face mats in spaced relationship for compression toward one another to accommodate settlement of the earthen formation, without bulging of the face mats. An L-shaped starter mat is engaged within a recess formed at the foot of the formation to provide an upstanding portion engaged with the lowermost face mat to hold the mat in a generally vertical orientation. A tail is provided on the uppermost face mat for embedment within the backfill to cap the wall.

Abstract: A soil reinforced wall earthen retaining wall for an earthen formation is provided by embedding planar soil reinforcing mats in the formation at vertically spaced intervals and securing face mats between the soil reinforcing mats. The face mats comprise welded wire gridworks having upper and lower portions engaged behind wires of the soil reinforcing mats which extend across the face of the formation. In one embodiment the face mats comprise paired separate face mat elements secured one above the other in edge-to-edge relationship and intermediate stabilizing anchors are embedded in the formation to hold the face mat elements in vertical alignment. In the paired face mat element embodiment, the lifts of soil between successive soil reinforcing mats are compacted in stages corresponding to the depth of the face mat elements.

Abstract: A connection for securing the longitudinal wires of a soil-reinforcing mat to a face element for an earthen formation is provided by converging the lead ends of the wires toward one another and securing a connecting rod between the ends. The rod is extended into engagement with an anchor on the face element. A variety of structures are provided for securing the rod against separation from the anchor. To enable the mat to move in a horizontal plane relative to the face element, the rod may extend in a direction normal to the mat and be rotatably received in a vertically extending opening in the anchor.

Abstract: A connection for securing the longitudinal wires of a soil-reinforcing mat to a face element for an earthen formation is provided by converging the lead ends of the wires toward one another and securing a connecting rod between the ends. The rod is extended into engagement with an anchor on the face element. A variety of means are provided for securing the rod against separation from the anchor. To enable the mat to move in a horizontal plane relative to the face element, the pin may extend in a direction normal to the mat and be rotatably received in a vertically extending opening in the anchor.

Abstract: A connection for securing the longitudinal wires of a soil reinforcing mat to a face element for an earthen formation is provided by converging the lead ends of the wires toward one another and forming aligned coils distally on the lead ends. A pin extending through the coils secures the soil-reinforcing mat to the face element for pivotal movement relative thereto in a horizontal plane. A variety of means are provided to secure the coils against unwinding in response to tension force applied to the wires.

Abstract: Adjustable connections are provided to enable facing to be secured to anchor elements embedded in an earthen formation, without requiring precise alignment of the anchor elements with connectors on the facing. In one embodiment specially configured bars engage and span the connectors on the facing for rotation relative to the connectors and slotted plates are carried by the bars for connection to the anchor elements. In another embodiment a channel structure is secured to and extends across the facing and a plate assembly having a slot therein for receipt of the anchor elements is slidably received within the channel structure. The anchor elements may comprise bolts secured to a cross-member extending behind soil reinforcing mats embedded within the earthen formation being retained.

Abstract: A soil reinforced structure comprised of superimposed courses of concrete blocks, at least some of which have rearward portions separable therefrom. Longitudinally extending soil reinforcing members extend around the separable rearward portions and are captured between the courses of blocks thereabove and therebelow. In one embodiment the blocks have bifurcated forward portions about which a cast in place concrete face may be formed. Another embodiment disposes courses of the blocks in opposed spaced relationship and extends the soil reinforcing members between the blocks to form a earthen fortress.

Abstract: A flexible plastic soil reinforcing element is secured to the retaining face for an earthen formation by folding an end portion of the element upon itself and then securing the end portion to the face. An anchor extends rearwardly from the face and a retaining rod is engaged with the end portion of the soil reinforcing element and the anchor to secure the reinforcing element against separation from the anchor. In one embodiment, the end portion of the reinforcing element is folded upon itself multiple times to increase the shear strength of the element to either side of the anchor. In another the end portion of the reinforcing element is folded back over the reinforcing element for embedment in the earthen formation.

Abstract: A precast concrete block having a first single thickness generally planar face section and a second single thickness generally planar backing section integrally formed with and extending from the first section to form a structure of a T-shaped configuration. A groove extends across and opens through an upper edge of the second planar section for the receipt of a rebar. The blocks are assembled into stacked side-by-side relationship and a panel is formed by casting concrete against the side of the generally planar face sections from which the backing sections extend. Rebar extends across and through the grooves of at least certain of the blocks to maintain the blocks in aligned side-by-side relationship and reinforce the concrete cast against the blocks. The panels are used in the construction of retaining walls for earthen formations and may be precast or formed in place at the situs of the formations.

Abstract: A soil reinforced retaining wall includes a soil reinforcing mat connected to a face panel. The face panel is vertically disposed with a back facing the earthen formation and is preformed to include an anchor embedded in the face panel and extending from the back in at least one predetermined location. The soil reinforcing mats are horizontally disposed within the earthen formation in general correspondence with the predetermined location. The mats have an end adjacent the face panel folded to form substantially a right angle portion of the mat including a vertical face and a horizontal face. A right angle member having a vertical face and a horizontal face is disposed in contact with the corresponding vertical face and horizontal face of the right angle portion of the mat. The right angle member is then secured to the anchor such that the right angle portion of the mat is rigidly held therebetween.

Abstract: A wire mat for a retaining wall structure has a unique prong portion extending upwardly from a vertical face. The prong portion has a series of bends in its middle that extend over a lower portion of a similar wire mat located immediately above such that the series of bends interleaves with longitudinal members of the wire mat above. In a preferred embodiment one or more connecting pins are inserted between the prong portion and the longitudinal members of the mat above.

Abstract: A retaining wall for an earthen formation uses welded wire face mats having upright portions secured to one another and spanning the distance between successive lifts of the wall at the face of the formation. Elongate welded wire soil reinforcing mats with bent-up ends of a height less than the distance between successive lifts are secured to the face mats so as to extend partially over the upright portions and into the earthen formation. The bent-up ends of the soil reinforcing mats are formed with kinks which extend through the upright portions of the face mats. Rods extend through these kinks to secure the upright portions of the face mats against separation from the bent-up ends of the soil reinforcing mats. In a preferred embodiment, the face mats have a width greater than the width of the soil reinforcing mats and the soil reinforcing mats at each lift of the wall are spaced from one another and span adjacent face mats.

Abstract: Concrete blocks are formed with intersecting grooves in the underside thereof which assume aligned condition when the blocks are assembled into side by side relationship to form panels. Polymer or welded wire grids are received within the aligned grooves to hold the blocks in the panel configuration. The grids are held in elevated seated condition within the grooves during assembly of the blocks into the panel configuration. Stands or wire connectors may be provided for the latter purpose. In the preferred embodiment the blocks are L-shaped and formed with passages extending therethrough and the grooves intersect these passages. Grout or fill may be placed within the passages of the assembled panels. In certain embodiments, the blocks may be disposed in side-by-side relationship and stacked to form retaining walls for earthen formations, with rods received within the grooves of the blocks to hold the blocks in alignment and the grids extending from the blocks to serve as soil reinforcements.

Abstract: A top panel for use with retaining walls for earthen formations is provided with anchors to secure the panel in place at the face of a formation and upwardly extending reinforcing bars to enable a concrete barrier to be formed on and secured to the panel. In the preferred embodiment, the anchors include soil reinforcing elements and connectors are provided intermediate the height of the panel for connection to the soil reinforcing element to the panels.