Apparatuses for constructing displacement aggregate piers
Apparatuses for constructing displacement aggregate piers are disclosed. In one example, a mandrel is provided comprising a tamper head that has cutting teeth on the leading edge thereof. In another example, hydrojet nozzles are provided within one or more of the cutting teeth of the tamper head. In yet another example, the mandrel comprises grout tubes (or grout injection lines) and/or grout inspection lines. In yet another example, the mandrel and/or tamper head can comprise cutting teeth, hydrojet nozzles, grout tubes (or gout injection lines), grout inspection lines, and any combinations thereof.
1. A system for constructing grouted aggregate piers, comprising:
a) a mandrel having an upper feed tube portion, a tamper head, and a passage extending therethrough for feeding aggregate through the feed tube to the tamper head; and
b) a grout injection line extending along the outside the feed tube with at least one discharge port into the mandrel,
c) a grout inspection line extending alongside the feed tube and comprising a grout inspection port located at a distance above the discharge port of the grout injection line, such that an elevation of a head of grout within the mandrel is verifiable, wherein the inner diameter of the grout inspection line and the inner diameter of the grout injection line exhibit a 1:1 ratio,
wherein the mandrel further comprises one or more radially expandable diametric restriction elements disposed in the tamper head.
2. The system of claim 1 wherein the discharge port is located in the tamper head.
3. The system of claim 1 wherein the discharge port is located in the feed tube at a location above the tamper head.
4. The system of claim 1 wherein the grout inspection line comprises one of a pipe, a flexible hose, or a combination thereof.
5. A method of constructing aggregate piers, the method comprising the steps of:
a) providing a mandrel having an upper feed tube portion, a tamper head, and a passage extending therethrough for feeding aggregate through the feed tube to the tamper head, and one or more grout injection lines extending along the outside the feed tube with at least one discharge port into the mandrel;
b) driving the mandrel through free-field soils to a specified depth;
c) lifting the mandrel a specified distance; and
d) repeating the driving and lifting of the mandrel using one or more radially expandable diametric restriction elements disposed in the tamper head which expand radially to form a compaction surface during the driving for compacting the aggregate;
e) verifying an elevation of a pressure head of grout within the mandrel using a grout inspection line extending alongside the feed tube and comprising a grout inspection port located at a distance above the discharge port of the grout injection line, wherein the inner diameter of the grout inspection line and the inner diameter of the grout injection line exhibit a 1:1 ratio,
wherein grout is introduced into the mandrel through the one or more grout lines at pre-determined depths during the repeated driving and lifting process.