SEGMENTAL METHOD FOR INSTALLING WICK DRAINS

Description

CROSS-REFERENCE TO RELATED APPLICATIONS

This application is a continuation of U.S. patent application Ser. No. 18/132,057, filed Apr. 7, 2023, which claims benefit of priority of U.S. Provisional Pat. App. Ser. No. 63/329,023, the contents of which are incorporated herein by reference.

BACKGROUND OF THE INVENTION

The present invention relates generally to geotechnical engineering and, in particular, an improved method for installing wick drains using segmental mandrel sections.

The ground improvement and deep foundation industries rely on various types of drainage systems. For example, wick drains, also known as Prefabricated Vertical Drains (PVD) are prefabricated geotextile filter-wrapped plastic strips with molded channels. The flexible strip or “core” is typically manufactured of polypropylene and both sides have grooves allowing water to flow unimpeded. The core is wrapped in a strong and durable geotextile filter fabric with excellent filtration properties, allowing free access of pore water into the drain. This also prevents piping of fines from adjacent soils without clogging.

Wick drains are typically installed in soft, saturated fine-grain soils, such as silts, clays, peat, sludges, mine tailings and dredge fills, all permeable and normally filled with water (fully saturated). The wick drains act as drainage paths to take out pore water, accelerating drainage, and consolidating soil faster, often from decades to months.

At installation the wick drain is fed down through a hollow mandrel mounted on an excavator or crane mast, and is connected at the bottom to an expendable anchor plate. A vibratory hammer or static method is used to insert the mandrel to design depth. The mandrel is the extracted leaving the anchor plate and wick drain in place. The wick drain is cut at the ground surface, and the equipment is moved to the next location. A pattern of installed vertical wick drains provides short drainage paths for pore water, which accelerates the consolidation process and the construction schedule.

FIG. 1 illustrates a conventional wick drain installation apparatus and method. The wick drain 2 is fed from a spool 4 up to the top of an excavator mast 6 and down through the mast 6 into a hollow mandrel 8. The typical mandrel 8 is a rectangular hollow steel tube. The wick drain 2 is fed from spool 4 through the entire mandrel 8 and is connected at the bottom of the mandrel 8 to an expendable anchor plate 7 which is releasably inserted into mandrel 8. The mandrel 8 is carried in a drive system 5 in the mast 6 for downward insertion. The drive system may be any suitable conventional drive system, including hydraulic/cable drive, hydraulic cylinder drive, bottom gear drive, sprocket drive, or the like. For example, American Pile Driving Equipment, Inc. (APE) offers it Bottom Drive™ wick drain drivers, OMS (Germany) offers sprocket drive wick drain drivers, and U.S. Pat. No. 4,755,080 to Cortlever et al. shows a chain or cable drive. As disclosed in U.S. Pat. No. 6,431,795 to White, a vibratory hammer or other assist may be used to help insert the mandrel 8 to design depth. Once inserted the mandrel 8 is removed leaving the anchor plate 7 and wick drain 2 in place. The wick drain 2 is cut at the ground surface, and the mandrel 8 is moved to the next location where a new length of wick drain 2 is spooled and connected to a new anchor plate 7. The process is repeated and a pattern of installed vertical wick drains 2 may be installed as shown to provide short drainage paths for pore water, which accelerates the consolidation process and the construction schedule.

Unfortunately, using a conventional wick drain installation apparatus and method, one needs a fixed length mast/mandrel to install an equal-length wick drain (e.g., a 100′ wick drain rig/mandrel to install a 100′ wick drain). However, there is a need for variability in installation length requirements that existing wick drain installation equipment cannot accommodate. For example, if a 100′ wick drain needs to be installed beneath 60′ power lines existing wick drain installation equipment simply cannot be used.

What is needed is a segmental installation method that splices together as many segments of wick as needed to reach a desired depth, thereby eliminating the need for a 100′ mandrel to install 100′ of wick drain.

BRIEF SUMMARY OF THE INVENTION

It is, therefore, an object of the present invention to provide a segmental installation method that splices together as many segments of wick as needed to reach a desired depth, thereby eliminating the need for a fixed-length mast and mandrel to install that length of wick drain.

According to the present invention, the above-described and other objects are accomplished by providing a novel shoe coupler comprising an open ended receptacle having an identical aperture at both ends configured for slidable insertion of a mandrel. The shoe coupler has a constant cross-section except for a partition offset from one end, and a pair of bore-holes offset from the other end for insertion of two set pins. A plurality of mandrel sections are modified each by attaching a shoe coupler at one end by welding or the like, and by machining two transverse grooves at the opposing end. After calculating a proper number of modified mandrels needed to reach a desired depth, an operator undertakes segmental installation by installing and driving mandrel sections, and cutting and splicing wick drain sections together as needed to reach a desired depth. Once a first mandrel segment has been driven into the earth, the operator knocks out two release pins from the shoe coupler to disconnect that segment from the mast. They cut the wick drain with enough room to make a splice, attach another mandrel segment to the installer machine, feed another length of wick drain through it, splice it to the first, and couple the segments together at the shoe coupler, and repeat as necessary. The advantage is that one can install any length of wick drain with a standard 40′ wick drain rig.

BRIEF DESCRIPTION OF THE DRAWINGS

Other objects, features, and advantages of the present invention will become more apparent from the following detailed description of the preferred embodiments and certain modifications thereof when taken together with the accompanying drawings in which.

FIG. 1 illustrates a conventional wick drain installation apparatus and method.

FIG. 2 is a perspective view of the shoe coupler 10.

FIG. 3 is a side cross-section of the show coupler 10 with exemplary dimensions.

FIG. 4 illustrates the step of loading a modified mandrel into the drive system and mast and loading a length of wick drain through this section of mandrel.

FIG. 5 illustrates the step of driving the first mandrel section to depth and out of the drive system and cutting the wick drain make a splice.

FIG. 6 illustrates the step of laying the mast down and loading a second modified mandrel into the drive system.

FIG. 7 illustrates splicing the free ends of the wick drain together and stapling

DETAILED DESCRIPTION OF THE INVENTION

Reference will now be made in detail to preferred embodiments of the present invention, examples of which are illustrated in the accompanying drawings. Wherever possible, the same reference numbers will be used throughout the drawings to refer to the same or like parts.

The present invention generally comprises a segmental installation method for wick drains (a.k.a. PVDs) that incrementally inserts and splices together as many segments of wick drain as needed to reach a desired depth. The method employs multiple mandrel segments coupled together by a unique shoe coupler also disclosed.

With reference to FIGS. 2-3, the shoe coupler 10 comprises an open ended receptacle having an identical aperture at both ends configured for slidable insertion of a mandrel section 8 at both ends. One skilled in the art will understand that mandrels may take a variety of shapes but are typically rectangular, and so a rectangular shoe coupler 10 embodiment is disclosed. The shoe coupler 10 has a constant cross-section along its entire length except for a partition 12 (FIG. 3) offset from one end by approximately one third lengthwise, and a pair of countersunk bore-holes 14 offset from the other end by approximately one third. The full or partial partition 12 subdivides the interior into two sections A and B. Section A of the shoe coupler 10 is intended to be permanently affixed by welding or the like onto one end of a first mandrel 8 section. The other end section B of the shoe coupler 10 is intended to be removably affixed as will be described onto one end of a second mandrel 8 section. Each mandrel section 8 to which shoe coupler 8 is installed should be modified at the other end by machining two transverse grooves 9 (FIG. 3) on opposing sides, the grooves 9 corresponding in position to bore-holes 14.

The bore holes 14 fully traverse the interior section B of shoe coupler 10 midway and are configured for insertion of retaining pins 20. When inserted the retaining pins 20 partially interrupt the interior channel of shoe coupler 10 and engage the transverse grooves 14 on opposing sides of mandrel section 8 inserted therein to secure it.

FIG. 3 also provides a set of exemplary dimensions, although dimensions may be scaled as needed or altered for different mandrel shapes (diamond, square, etc.).

After calculating a proper number of modified mandrels 8 needed to reach a desired depth, conventional mandrels 8 are modified each by welding a shoe coupler 10 onto one end as shown in FIG. 3, and by machining the other end with two transverse grooves on opposing sides. Thus, in practice, a number of modified mandrels 8 will be provided at a job site, each with a shoe coupler 10 pre-welded on one end (pins 20 inserted) and machined at the other with the two transverse grooves on opposing sides.

The segmental installation method for wick drains proceeds as follows.

At step 100 (FIG. 4), the operator lays the mast 6 down and inserts a modified mandrel into the drive system 5 and mast 6, loading the wick drain 2 through this section of mandrel 8. The wick drain 2 is fed from a spool 4 up to the top of the excavator/crane mast 6 and down through the hollow mandrel 8. An anchor plate 7 is installed into the end of mandrel 8 and the wick drain is attached to the anchor 7 all in a known manner.

At step 110 (FIG. 5), the operator drives the mandrel 8 to depth using optional vibratory hammer, overdriving the shoe coupler 10 beyond the drive system 5 leaving the mandrel 8, anchor plate 7 and wick drain 2 all in place. The wick drain 2 is cut where indicated leaving enough room to make a splice.

At step 120 (FIG. 6), the operator lays the mast 6 down and inserts another modified mandrel into the drive system 5 and mast 6, loading the wick drain 2 entirely through this second section of mandrel 8 and out the end.

At step 130 (FIG. 7), the free end of the wick drain 2 is spliced to the cut end protruding from the ground. This is best accomplished by telescoping the two ends together and stapling.

At step 140 the second section of mandrel 8 protruding from the drive system 5 is inserted into the open upper end of shoe coupler 10 (see FIG. 7) and is affixed therein by insertion of pins 14.

At step 150 (FIG. 5) the operator again drives the second section of mandrel 8 to depth, and out of the drive system 5 again leaving the mandrel 8, anchor plate 7 and wick drain 2 all in place. The wick drain 2 is cut where indicated leaving enough room to make a splice

The operator repeat steps 100-150 as many times as needed to reach design depth, leaving the anchor plate 7 and wick drain 2 in place.

Finally, at step 160 the mandrel sections 8 are removed one by one. Each section of mandrel 8 is extracted until the shoe coupler 10 is exposed above ground. The operator knocks out the two pins 14 out to uncouple the shoe coupler 10 from the mandrel 8 section in the mast, ejects the mandrel 8 section from the mast, and repeats until all sections are removed.

In practice, it is even more efficient to work two PVD installation sites together, extracting each section of mandrel 8 from the first site, uncoupling and immediately inserting the extracted section into the next PVD site after putting a new anchor 7 on.

The foregoing disclosure of embodiments of the present invention has been presented for purposes of illustration and description. It is not intended to be exhaustive or to limit the invention to the precise forms disclosed. Many variations and modifications of the embodiments described herein will be obvious to one of ordinary skill in the art in light of the above disclosure. The scope of the invention is to be defined only by the claims, and by their equivalents.