diff --git a/web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md b/web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md
index 0d1220ecd3c115184e89242ebdb3f49d0c7d5852..07bab2b2e07dfeca2082a409ba687502e89b115c 100644
--- a/web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md
+++ b/web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md
@@ -47,8 +47,6 @@ $$
## Input files
-TODO: {asset:247:link}
-
The main project file is `square_1e2.prj`. It describes the processes to be solved and the related process variables together with their initial and boundary conditions. It also references the mesh and geometrical objects defined on the mesh.
As of now a small portion of possible inputs is implemented; one can change:
diff --git a/web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md b/web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md
index ee0e757f3e60f4f0e25b0a8fc36957ab61f9ef61..fec5de89c26c6dbb5bcfc47cddbfc7d05e94e6cc 100644
--- a/web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md
+++ b/web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md
@@ -18,7 +18,7 @@ author = "Norihiro Watanabe"
We solve a hydromechanics problem (small deformation, linear elastic, Darcy flow) with a pre-existing fracture using the lower-dimensional interface element (LIE) approach.
-See the TODO: {asset:843:link}-PDF for detailed problem description.
+See the [LIE_HM.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/LIE_HM.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md b/web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md
index 2448ffe69a33b1c5d6345d4e2a164527c2f16d18..3897d565325ab5edc0eae2d3bb257aeaf441a13b 100644
--- a/web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md
+++ b/web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md
@@ -15,7 +15,7 @@ weight = 161
## Equations
-TODO: `/assets/files/SelectedBenchmarks/HT/HT-Process.pdf`
+See [HT-Process.pdf](https://docs.opengeosys.org/assets/files/SelectedBenchmarks/HT/HT-Process.pdf).
## Problem description
diff --git a/web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md b/web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md
index db4f623332fbcd470485f8417fecc0f96c21266c..49b882a8d391ab392353e950b6e077568a27b035 100644
--- a/web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md
+++ b/web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md
@@ -17,7 +17,7 @@ title = "Linear; Single fracture"
We solve a linear elastic small deformation problem with a pre-existing fracture using the lower-dimensional interface element (LIE) approach.
-See the TODO: {asset:839:link}-PDF for detailed problem description.
+See the [LIE_small_deformation.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/LIE_small_deformation.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md b/web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md
index abb5729af12a9b8dfd7de22c208ab7cab865c935..c62054924480ac90ce747f63482a4df94e665173 100644
--- a/web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md
+++ b/web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md
@@ -17,7 +17,7 @@ weight = 111
We solve a linear elastic small deformation problem on a quarter of a plate with hole put under tension on the top boundary.
-See the TODO: {asset:797:link}-PDF for detailed problem description.
+See the [Circular_hole.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/Circular_hole.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md b/web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md
index 2948da71089e7bf6a9986be50cc7e4cbcbb76ae6..bba92079b704b8559753dc65ba7b7db264860b1f 100644
--- a/web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md
+++ b/web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md
@@ -17,7 +17,7 @@ weight = 112
We solve a non-linear small deformation problem on a cube with shear traction on the top boundary face. The 3D problem is setup identical to the corresponding 2D problem.
-See the TODO: {asset:795:link}-PDF for detailed problem description.
+See the [lubby2.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/lubby2.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md b/web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md
index 55d057f5bbb8cb7b8c2a8a5022e9aca5f1367abc..632d04dc0f78ea4f4b34f8af9f6f3eaada9678ed 100644
--- a/web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md
+++ b/web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md
@@ -18,7 +18,7 @@ title = "Ehlers; Single-surface yield function"
We use a seven-parametric yield function for geomaterials to describe the plastic response. The traixial compression test is setup.
-See the TODO: {asset:894:link}-PDF for detailed problem description.
+See the [Plasticity.pdf](https://docs.opengeosys.org/assets/files/Plasticity.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/two-phase-flow/momas.md b/web/content/docs/benchmarks/two-phase-flow/momas.md
index 1c6937932e55aa5a0931da9696bb8d73dd94b847..2d4a2392ec3e585f88aea92ccaffd074a8a14c93 100644
--- a/web/content/docs/benchmarks/two-phase-flow/momas.md
+++ b/web/content/docs/benchmarks/two-phase-flow/momas.md
@@ -19,4 +19,4 @@ This benchmark is dedicated to simulate the two-phase two-component flow in poro
## Results and evaluation
-TODO: `assets/files/SelectedBenchmarks/Twophase/MoMaS.pdf`
+See [MoMaS.pdf](https://docs.opengeosys.org/assets/files/SelectedBenchmarks/Twophase/MoMaS.pdf)